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HomeMy WebLinkAboutPermit B93-0486 - LINDAL CEDAR HOMES - MODEL HOME• L) " -r L.; 0 'pm go City O TUkwi �' (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0486 Type: B -BUILD Category: NCOM Address: 10411 EMPIRE WY S Location: Parcel #: 032304 -9213 Zoning: M1 Type Const: V -N Gas /Elec: ELEC Wetlands: Water: SEATTLE Contractor License No.: LOVES * *132DU Status: ISSUED Issued: 02/14/1994 Expires: 08/13/1994 Suite: Type of Occupancy: STORE Slopes: N Sewer: VAL VUE TENANT LINDAL CEDAR HOMES (MODEL HOME) Phone: 206 725 -0900 10411 EMPIRE WY S, TUKWILA, WA 98178 OWNER LINDAL CEDAR HOMES INC 10411 EMPIRE WAY S, SEATTLE WA 98178 CONTACT GARY SEALE Phone: 206 725 -0900 4300 SOUTH 104TH PLACE, TUKWILA, WA 98178 CONTRACTOR LOVE & SONS CONSTRUCTION Phone: 206 794 -7943 26720 VAN BROOKLIN ROAD, MONROE, WA 98272 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *k ** Permit Description: BUILD A NEW MODEL HOME TO REPLACE RECENTLY REMOVED MODEL. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: DETECTORS UBC Edition: 1991 Valuation: 71,018.95 Total Permit Fee: .851 .78 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** `-gj\(\'8-11-- Permit Center Authorized Signature Date LA- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local..laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature:_ Print Name: Date: 4/1-4/21- L`, Title _24,Lec ! 72 T 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. CITY OF TUKWIL Department of Community Development — Permit Center' 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 13q3'OLtisla PROJECT NAME . -3 SUITE N0. ✓-. SITE ADDRESS IOW( ( • G1.Pir -e_ Wut 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. DEPARTMENT DATE. IN DATE APPROVED REQUIREMENTS / COMMENT :: ,.. BUILDING - initial review la� �3 1,11`14R. (ROUTED) CONSULTANT: Date Sent - Date Approved - 2nd NOTIFICATION FIRE BY: (init.) / _ /a, - y y FIRE PROTECTION: (J Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: /- /d, -'/Y INSPECTOR: _Li 671 INIT: Ain LANNING ) �l„�) Cl�1G[-,� BAR/LAND USE CONDITIONS? ►�.;• _ REFERENCE REFERENCE FILE NOS.: INIT MINIMUM SETBACKS: N- S- E- W- X WOE -:r27/ 99` UTILITY PERMITS REQUIRED? (y Yes (; No PUBLIC WORKS LETTER DATED: 2�/9fi INI J OTHER C INIT: 'BUILDING - final review s i t gf TYPE OF CONSTRUCTION: 3f-Ni CERT. OFOCCUPANCY? QYes ( No UBC EDITION (year): t ihi INIT: BUILDING OFFICIAL 1V111 81 INI REVIEW COMPLETED AMOUNT OWING: a .1 Q CONTACTED -e0 aq3 5 'Q� DATE NOTIFIED r� p l '' � "l l BY: pit.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: �init.) 5 \o rn Dvc\rM\ Q. c5 • oc MM/03 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 BULD3 PE'.1T P ,PLAN CHECK NUMBER BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE •�r ^ VALUE OF CONSTRUCTION - $ d 4-11, o l %. c15 • ASSESSOR ACCOUNT # 03?o o - 502-1 3 -0 - d QUITE II- SITE ADDRESS O ‘ Q # 4 so-a-1 101-01 11,,44. ---/ 9g/78 PRO JECT NAME /TENANT/V/4/ b/ Gy) - Je9,6;(_,. /%AJ ►L Lee,e7A F/-/E TYPE OF J8J New Building Li Addition [ Tenant Improvement (commercial) L) Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE:; /LEA 4 ) C-119.6— 7V ' /Q/18 A=- _A(' e---; , GY' /?Ei` -1i Ut✓rD t-70/31E-L. BUILDING USE (office, warehouse, etc.) i'5'/_ /-1(J, ,L, /- 10/--7�C,- NATURE OF BUSINESS: 5./. / CJJ3 'pf-7 �d/' -jam / =5iz^ CG-S BUILDING OWNER OR AUTHORIZED AGENT WILL THERE BE A CHANGE IN USE? g1 No ❑ Yes If Yes, new building D.L1C LoQi requirements rnay need to be met. Please explain: Q[DLI LI \ Iu Area of Construction: 7 �` , SQUARE FOOTAGE - Building: aO& Tenant Space: WILL THERE BE STORAGE OR 1JSE OF FLAMMABLE, COMBUSTIBLE 0 , HAZARDOUS MATERIALS IN THE BUILDING? X'No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers Automatic Fire Alarm System PROPERTY OWNER /v 7A t.hJ`7 S 'PH ONE,n5 , 0p0cj ADDRESS .4,3 { /- / IZIP // , 7 , CONTRACTOR PHONE ADDRESS (ZIP WA, ST, CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS IZIP i HEREBY :.CERTIFY: THAT I>HAVE *RE 0 AND: EXAt�1 •� D THIS APPLIP0ATIONA,ND KNOW THE SAr'd?F O BE TRUE AND ,COf RECT; ... D':1 A M :, UTH0 ' jf APPLY:.FOR :THIS :FERh9lT BUILDING OWNER OR AUTHORIZED AGENT SIGNAT RE DATE / Zg 7,3 ,)t.),G PRINT NAME �� V -�(- �?��� L`' � PHONE 7 zS "" 00 ADDRESSIse e}-77:4 /6 .47_t1 pL,CE.— ' CITYL ',KW/ v 90 / 76 PHONE 7 -cam - 01 DO CONTACT PERSON t.� � c -L.E 6Xf. zLI Q 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 Cornmunity 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 orteni 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 (cur. ant edition). No application shall be extended more than once. I( 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 C0 —Q „azau SUBMITTAL CHECKLIST C M F." RC IA L 14EW COMMERCIAL BUILDINGS/ADDITIONS .'• :: :.• ' ' . . , .• .... ....•,, . . . . .., . • . • . ., .. rj Completed Ottilding permit appliCatiOn (one. for each structure) •:•• - • ' •••••••••:': •••:-:••• ...-' .."-.•• . :-.••••• • :•••••:'••••:::•••:•••••••••.•:::::::•• :: .•:•• -,..:.•••••••'•; • '''',..":•.:•••••:. ••.......:„.. ril AssaSsOr ACCount•NUmber.:•.::.±..,:. ::::::::•:.:::•.,:•:••::•:-.:„:.,.......,,.::,.,.-.....::.. .,...• , : . ......„:,..-..:::......:„.....„....: Two sts.(2)•ot The. followirig:• • „. ,...:....:.....:,..• .-,...„..,.......„ ......,.... ...,.....; ,, .....„,: .. r___... - „.::... . ....;,...:....., . :•.:,..•.,:: ,...: ........ .• -... „:.•.:...,..: „.....„•.: :..„...... •„..„ ,:.....,.....,.,,,;,...,.... . . I Specifioations..• ..•:::::: • ..:.••••......•.:::::,:::::::':.::::.........:..:::......:,,:...•.....,:;•::.:-......: . . , „..,:i.,,..••••;,...;;,,,..,i,.... ..::::....,.,....::,....,..::.........:„,,,..:....;.: •StruOt..;,..Ir111;:c alCulatit)ns.:.steineed...)Dy...:;,:e:.■.:yestiltigton.:.S...„ta....te.„.lice....:;ns...e......d...:,i........I.::::•.,..• [._.. --] ong. itiocir:;••••;,•••:„••::•:..':.:::-...•••••':':::•••.• :•::,:•.::::•:::.....!!..•.•••..1.•:::•::-:::::,:::.:::•:•'1•.'''•,:::::'.'..••::-::.:::::::::::••;:::',E:::::::•::,•;.•:'•:::!:',:•:•.•••••••:,:.•:.:•.:', , :••::: '..:: .. ' ' • • • • • engineer 1--"I• Sells re.Part•StainPed:loY.:ii•WashingtonState:liconsedengi.,..„.....................,:...i L.......1.:` • --. ' , - :. :......„... .:..... ' . ; '....'... : ' . . :', ' • : • - -...' .......-i ..':' ..:.:::::,.:' 1::.•:::-:-..•% :.....::-...,:.::::::.i.';:.... .:...".;;:::.-..-:%;.:.:,.:::.,.,. H. ...... .. 1 '101).06. rliphl,Gqi ;SUrVI,Y.,'.:,...:;- '.....:•;::.,::::..::,,;::'..F.:,..,;:.:, , ;... , •:;:: , •:: , .•.::::,,;;;;,:i.. ,,,.;;.;...,., .. ...; .. ........y............... 1 Energy atilat ilatiOn...S'StarnPed.bi•a'.iivaShingteri•StatelicOnsed,....„.„..„.::,....:.: • • .eilgineer•or..architect::•••.:•,:•..:::::•„• .:.,•••„:::•,:•••:::••:::::::.::::•.:,:.,:::::::::::::•::::::::•••:::•::•::::!.••:•:::::::::.•.•• , • , ..........:.:.::::::•:::, •::::, • I I Legal..deacript.ton.,,.; .. ...:....,. :....:..,........ ,.. . . ... .... ....„. . ,. • • . . . • i---1 V lerking.tilraWingS:Stan-i:- Ped.),i:,. ..:•/...4i:;i.,,•...,ai),•,,;.",;4),..„..:;.!16...,....,e.:.;,,i,„...„0o.,::,,,,:::::.,::.:,..„..:,:....,,,.:;!,:,,,,,,.:...:.1.:,,E.,:i , - lit ,..VvhiCh'iricludo....,::.,.::',,:::H•::::':. ,:::„...:•:::•:::„.•:::,•:•.••„.E..„•:....:...:.:::;•...„....,....„:„:::::........ , ....: , ..„;;;.....,,....„. • • • Architectural drawings,: • . . • • Structural drawings :. • • • . : • •:: • :•: ••.::.. :: • „ •:Mechanical drawings, • . • ••••. ••• : Elevations ::::•••• : ,• .• ••• Civil dra.Wings : : • . :•; Landscape plan .c:oniplbtod utility pertnit •appliCation lone Or entire project) .F1 Six (G) Sot*. 0 C 111 draings ." ... • COMMERCIAL : . • L1'COmplo,totl bUllding:Oorerift 4opffcaticin:(onii for each:truo., ...• tyrf).or. • • ASS SO! l!1CCOf1 Two (2) sots of coflstrucon pian which includo I Site P.: : ;.. • Ian • : • •'•••• ' 1 tent • Exisbng arid proposed parking . . Idiho • ..LJse al 'adjaPe.'n!•.%99T Of. bUrlilding,•O'r.:•*tiinr0•.!?...149...0.•:.....• • • ..•:•-• t• • gresP•• . • .. • ••••• -• •"•"•• d'ele to • I existing • • •-.• and ••••• :•.•••••• .... f.•• . New Construction detads .. . ,„. . . . . , . ••••••••• • -•• • ap ... . . Qverali dimensions ••.• • • •-•• labell '•••• ••••:' ....................... engineer inay be rcquired ir structural work to he done (2 sots) Iication and plans . . • . . ITE /1 any utihty HEROOF 1167E for.••::°.0. • • •••.:::•:. • : •.... . ... .. . . . .. • • . ...... • ii.'ASseSSer:AcCOunt.Num • de. Scriblifg',e)(1Sting.robi.,••••niaterial•••beiriwie40`160; arid •• ••• " • . ..„ .. . • • nthlId material 'being • .,,••••.. .. • .. • ..... .. " '....--1•C:',Ompleted:building perm trtppl!cat • Pridi.-to:ftrial.Inspepuon, [ j •ASsesSet'AO:outit.Numbor.:..!•:••••••••.1.:::::•••'••:••••::::• . . . . . . . . . . . ..... of the pormit . ,""• ." • • • ••••• • .••••••••• .• • "•••••"• ••••• Two (2) sets of plans, which Inc ... .:.:: .: : : ....... ...... [-11 Suildingfloor plan s . . • : • ' i . . • : '• Entire SPacc where racks will be loCatod ••••• .... •': 2.: • Exit doors - ... ' ....• ..' . .:-::•. ,•:.•.. .. : . ,... • Dimension., " 1::•••• . '.::' '- [ j Tenant t.;paCe floor plciffshoing rack :>19iaga layout; aisles and • . • : - exits. . :' : • ' •• : • ' .. : • •'. '.'.•'......::::' "....• ::::.:::.;•::::•••::::•••••.:::.',.....:::::•.:•.:::. • AloTE: Include dimensions of racks (height, width and length ) ,.at los. and exit way, • • • • •,••••••• '••• •••• by jnoirog.r (rick so;ege:F: an d..- ov • •••••••• •""•ConiPleted building per.init.iaPpliCep.?.n. r- Assessor Account t1umber . :•:: : ; ••••,•••••••• • : ... .. . .. . •••••••106•,•iii6)•••:••;::•-•:: • • • • .• • •••• • •• • ••;•elie,:0166:•(ihbiiino...6-1.11iiiiriiyilnd Inca o , FiESIDEt\i-rtAL •-• NEW SINGL.F•FAMILY. OWELLIIVG5//AO 1.1 Completed permit application(onefor9acri:structure)... " • . . . , COniplete. 46.111.•••••••••••0110 6111=.1•111•11111••■••••11 •117111•••■=1111011.•11, L Logal description: ; • 11/.0.08-•■•■••■•■1114.111001■01011•1.00401•010111■11•••••••■■•••■••■•••••••■••■•041/M . .. . •••.•.,:': .,...:.•::.*::::::•••:::8FO9'uni-OtJ67.:0!.a.1-.t.:::.•::::':;•.',:.,.:•-•:..:••••.':.'..•.,•::::..,...:...iie4;id.:........"1•;;..:!:e:1;•.;,•:ii6:5"'.°11e.,../.4:;'!"79!11'1.;....1:1;,.:1.1.1r..cli!1:?r'...1111.?9:/;.:.:.";.'..4?"cc:7.....:v....::::•:?-.,i..9....iiii.:.:1...:.i:::"..:.i1:...::.:1'...,‘i. ....•••••••••••.....Floorplqn'.]..,,::::„:;.:-:.......:....::::.::,. ,:.....,,...„............,:::.....„....„.:...........,, .. . ,. '.....;:i.:::,;::•I-B•12o(fiiprilap...,.....:::•;::.........,,......,........,.... '..-:::.•:::::.:,.••• ::i1.•...Blu dirigg.:Ii.CioYiiiii•ciit'i:)11::::.:i4).':.:.:':::''''......'::. ..............• ... .,. :•'. "::•::::.,::.:•:,.::. . EIwctural frainingi•plianS•:.••::::::::•.•:',.,•••:::::::::•::::,.„. • • ...... • • • • • • • • • • • • : • .‘" Pplane'nut t'be Sitbriiitted%::':-'•'" * •"••• __ .• . .. .. ....:„... ..........• „......,...• ..... ..„ . ,..........., ,", , -,:.,-.".. „ , • ' . ' . • ' '•••• .. ','''. • :•••••':* ' ..,•-•,:••••••:):•::•'•:: -..::::•::::::''''''':::*•,'•::*:•:•'':''.*: . ' . ••• . '.*::••:.*::':':':,;• 1...3)7.,)$hingtOri Std!ci•:.Erieroy Ccifie cia(a:"."•:',..":::"'• '.......: •".•.'''•••••••.:;.•:::::•-•:.•:'....";:".,:c".i'..•.':.....:.:::.:;' . • . :•......•:::::•""'".;•." . '..::"..." . ...":"."::::::::::"....: 1 1:CorrOlotOdl!ilit).pentiif.iitj—iilfatiOi;("•:;.::' • l_... •••• - • • • ' • • - •• • •••••:''''''.: —.,-•"': :.'••:••••'' "...••••.'.•....::•.i.•:'•:::-."...•::::::.::.:.',::::...•::,:..,.:••".::::'::'•:::::::."..!..:::.•.,",;.:.:,?;.,...;::::;,:::::•... [ 1 six (6) SUir;ef:Site:.plant.T'SnOwing..Util:tieS:••••',•,.. ...77-.'..:...... '„.,'...f..i....1...::..i;,:„.*:,::,'..:'.:::.::::::•:-:.,...;',.:. . :-.-.:•••••:":•••::::''....,...'1,....."..i:::•,C':•,......,::::':::::,..li..:::........::::::',...::.: •:::,... .:, • Site ptiq • Foundation plon Ff0Of ,,Etutidj6g::eress,,Sept,Pr1.•:::::4••• P• 6tilitk'work 'Is 1)O: NOT : Wilding sit!? plan and Oility;ejth 6eibombhe.d.::: Soo utility I:arr.-nit application and Checklist: tOr::peellio SUbm101:roguiromonts;:... Aidt on' topoQruph'cn! and • , ,• : • " • • ••,, "',, 1-* inforrition they be' reqdiredif uniqu REROOFS •••••••'••••••••••••••••'-' „:•::•••••••• . . „ . . . . •••• ....... •••••• " ••• • • •• • .. • instaliod :4•:Ati'eillrii".)11!di6'!); a7 I ec.:7:-;17 • • Ti.6 6 a t tonlettor: 're ci r: f :JAM DRAINAGE Permit' No: PW94 -0008 Status.: I'S'SUED Project: LINDAL CEDAR NOM Site Address: 10411 EMPIRE WY Location: Parcel #: 032304 -9213 Wetlands: . Sewer: VAL VUE Contractor License No.: LOVE'S k k 1 32DU TENANT LINDAL CEDAR HOMES INC 10411 EMPIRE WAY S, .SEATTLE' OWNER LINDAL CEDAR HOME.8 1NC.: • :• - 10411 EMPIRE A ` -5 '� ` TL:E WA 3.1 8 4; CONTACT SEALE GARY , ,ra,Y�_�:,,.� - z;� rl '$ Aft Pii*O y ;rk�(206' 725 -0900 L INDAL CE,�` I°fl►ME': 4: \3.1J0 OO;tlli,A ll4 ,, TUi�tW£' 'A0.k98 f7 ,�t,A CONTRACTOR LOVE & St 3 CON'.:tTR'U,l'.TLON'' ) Vie ;p 794• -7943 26720 VAWBRGOi'LIP� ROAD, ,.MON"R0C,' °WAt. 9tf2, 2 4t' �'" •,:•� * *k•Ak'k *k.4A•A'A* * *•* ^b k•k,1;,54'4'1•15k4 04 *.k'k *'.Akk:4 •kA {kk*kk•k•kkk'Ar'kv, *4•k•k'Arrck �'' •k•k�k�;1'((A'•k•4AAk•k.4A*k*k Additional Per et De »o;•i13'tion`s_ - `\ IiFG nor v >; +7`� A� �1a; M MODEL HOP E;.vp�I'SPLAY�' °REP�,L r. EMLNfr D)JWNSPOU'T TIGHTLINEn, -4, a ,%,w CONNECTI' 1 //INTO EX.IST4NG 'Sfsi"��Rj`�� �DRAINAC.E ' '''SY'STEM. 'r' , � o ' Existing Sofa e Fe At: �' �4 `4;.. ,d� Additional 'S�j�4jaro' ;eet. New 'S at a¢i et': 204.:,-,,c It° -..,� t i Inc.pecl pn ��e..e/ i 4-1.§4..00 Acct �No: 412/3i i 400 P �r `-, 1�n C ,es* Fee: 4� 111.01 kt� ..4 Acct tio: 11b0. .t 830 ri T T L FEW: :$ __ 2. . raffa � NN VV ,y •, r Y W 4 t, �.,./"- -✓r'\ ,/ l' ti, �� ., �C CN�..:-r.".GkLS:i King County 1f%.4. on ff / 3 . �.,' 1y' azdi Constr•ucovion: 1,019.00 kk*•kkkk*** *4 *k**.k •• *kp4k *k�P°k4 k* Rk.*.rk *kk. k * ,W..kkk *•kkk rOk•k. k .kk **:4kk•kA* I hereby a p 1p s ` ,�er••mi t and agree t Iii 1- '•r -•a`'! I ic'ab+e ,ecio of the t� Icit pal Code. We agr e the CiW ot�?Tuk;W,� a 11 be Issued 02/14/1994 Approval Letter: 02/01/1994 Expires: 08/13/1994 Watercourse: Slopes: N Water: SEATTLE City of TuI Al F_ .., ....... ,... uc any claim:. ar•is,' �giv a,r e u' t o1'a t •ro ;e- ermi is wh i c. i�av�e;3 1�apse beyond the exi . ri t i orl d ' ..e•\ ha 1_ I r is • re ` re- applicati�r \and rei..suance of the pe,i',nrit1,1r ugh tpea,Lity at ati ; 1,tional fee. 'ji} )� fJ. .y4:.....,. ��1Y'iw R,7 i}.({ t� ,hff`{{,,f�ft I THE APPLICANT MUST, NOT ;FY THE ^'CITY INSPECTOR OF*COMMENCEMgNT , MPLETION OF WORK AT LEA'ST�,2;4,4HUURS. IN ADVANCE f:T1J f�SOHE'DULE AN 4N PEC1,010,_ ON AL t �r 5 i gnature : - �____ ¢.: r s� A }j Date : * k k * k 'k k* k k k k *7*- •k k k k k k k ;f''k:,}4'r*` yY 4( .k. w k* k k kr *, k k k AS �( k-tj*� *lyk k k* ,k° ( kyi4 � :k k * k k** k* k k* •k k •k k k sit * k k 'APPROVED FOR ISSLANCE BY: ,.1AP. Issued By: G a t e : tut `1 `1 Authorized Permit Center Signature • k* Akkkk** k* 4*** 44. 4. 4. 4444*k•k•Akk•k•k *:4kkkk*kAkAk4• 4444**• k4 •k *4444•4*4'4'44'44 *k *k•A* *k *44 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 •Signaature Date CITY OF TUKWILA Address: 10411 EMPIRE WY S Suite: Tenant: LINDAL CEDAR HOMES (MODEL HOME) Type: B -BUILD Parcel #: 032304 -9213 Permit No: 893 -0486 Status: ISSUED Applied: 12/28/1993 Issued: 02/14/1994 * k* 'k * •k k •k * •k * •k •k ** k k* 4 k •k 4 4 4 k* 4 k* 4** :.4 4 4 4 4 4* k 4 k 4 k •k k k 4* k •k *** :4 •k k 4 i4 4 4 4 4 •k 4 •k 4* 4 4 4 k k k k Permit Conditions: 1. No changes wi 11 be made,,,., -Ftij"p;1aZtiR �;.;:, approved by the A r c h i t e c t and the Tu.k.Viii BC ri='1'd"ing-0'11: izs.tn "'�" ,,, 2. Plumbing permit 131 � t'u'be btair,�ed t rough th, mot* t tle -King County De.partme:4-of NA) t•• c I \ea•i th , P1 umb j ng Hhj �l , inspected b) $fi ,>!°a e. c , "'�i ,n It' o 1 1 g aa � i p i n .��, ( 296 -4722) rt' 3. Electrical �.er�mit 5h 11 be .Q,b�tzali'r`ll°'d'ctih.kr,ugh �{�i;e ashir State Di �or o'. b �.� �� t L�dbor�, a'r'id It dusty' ies and�e.al� e e "�°ric.�tl work wi /f /die frisp "xLte.d'� ' by th' .t{ \6tV' y 2 �` �, c i 43- bb3,0) 4 . All mech�a'n i ca 1 ��J'ork.z•shal 1,t .be lrnder separate per �ti i uug 1\ the l.�tity' of Tukw11ic'. .,:I.'!���.Et rr; N. °i ►� 5. A11 ,�i tilit,s1 insp'ectio'i ;�;reCor�' s, a'ihd approved p1 art's sti% 15 lees maint�a'1ne.i$vai fable a;Vthe ,j '.b�"•�s~i.te,.tprior• to the star t Q ;t any oAn sir udition. The .e. d,o9un�ents arr..e to • be maintai'ne'd : K. a v a lib 1 0.41-34,n% i j f i na..1,ti•-rni er.tt�rttin ap �l o'V�aa1..� i s gr•antedz� ';, ice` 1 6. Anyj 5 posed i nsu l a�t3i on's,. 0a.ct: rn4 n>, , •1^ "1 a t1 sh.41 1 have c4' F 1,;,a'ht'e,, 0. Sp9 raid Rat ling ?o,t' f25 or., l st:'r�� an, ma eri it 1 sha 1 1 bear• 4i dent i f i q .tii on,4 ;.sjtow1;ng „• the* *;•'.t'i,re'�U ety4tor•ma4?c'rr lir",sa;t•t-n9' the reof .? •.;.i' 7. Al1 cronstr ;u'ctton ,..to be Yd,on4> i, cont �r•rir_a.ric`0 "ith approbed,�,.,;,.�,; 1 p 1 ayrl's\ and4req�4,i remeyi°tSt?' of `thew =Uri i t+. *rte .,Bu 1 1 �iti rig Code (/1991 �t Ed Tn) a. a men ded'Aby t ;het ashy),gton'�: -t?a., e- ,Bu11ding 1.o0•ir Un i o� m 8,ci.an cal Code (1991 E i ionl( a'�:i.d'k &shingt�on 5tat Ener5,* rl Ca.d`eY`( 1991 Second Edi tion 't• ` '” ¢�'4 �Y 3. Val i i try. of( Pyerii,j t . The i ssuancei cof4,,a \p�er•m7`t�'c r a pr• ;,a010 f p1 an ' `tz,pe4 tii canons and conrput et i tins );�•ha 1,l, t b. con',,, y trued be a permit for, or an'apP ,oya 9t, n,e violation of anyt\c?ft \the •p.r0v Vs4ivons of thin:,. ;code"'Ior, o, p,an; othe ordinance \Qt tlt,�e: ; ;�j,urisdict ion. No per ms . pr r sumi . g'ayto gif authorit30,15` ,• vi4q- �eAte or `ro,atince1 • the pr•ovisjdns of 9ii, As . shall be •a;i,�i..''s�'°�`�� 9. There sha11\\,b, no occupancy of the building(:,) until iv final inspect�lqh'~.Oas been co,{ipF1're<�te 'd•• 644 1a the Tukwi D,u• 1ding Inspector. II, Ir City of Tukwila Department of Public Works John W Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM' PUBLIC WORKS ENGINEERING DATE: FEBRUARY 1, 1994 SUBJECT: Lindal Cedar Homes 10411 Empire Way South Activity No. PW94 -0008 Contact Person: Gary Seale Phone No. (206)725 -0900 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMIT HAS BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON FEBRUARY 1, 1994: Permit Fee Storm Drainage $25.00 Two copies of the approved plans have been inserted into the build- ing permit file. Please have the applicant sign the attached Utility Permit Application Form and return same for our files. JAP /jap Attachment a/s cf: City Utilities Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Sulte #100 Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 City o, f TuI Gila apply' n # ,�G✓ 9 r� -~ Olio Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION �OJ €INFO;RMATI Site Address: /e>147j Cry o��P� �i4y Name of Project: 4 i mot Property Owner: Gam„ /O..4 , ri_f�,g ' A/0/7/..-5 Street Address: ,i 2/ Phone No.: City /State/Zip: 4 Engineer: Street Address: Contractor: Street Address: King Cty Assessor Acct #: 43.230 QU..EST: Phone No.: City /State/Zip: Phone No.: City /State/Zip: - . /3 Contractor's License #: ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes_ ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times* Date: ❑ Sanitary Side Sewer - No.: Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Public ,Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt: - No.: — Sizes* Deduct El Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes• ❑ Water Meter / Temporary: - No.: — Sizes* Estimated quantity: Schedule* ❑ Other: <::WATER METEI REFUND /BILLI BILLINGS TO Name: Street Address: Name: Street Address: ❑ Water ❑ Sewer ❑ Metro ❑ Standby ESCRIPTION OF PROJEC' ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel Commercial/Industrial . ❑ Office ❑ Retail New Building Square Footage: 4523 King County Assessor's valuation of existing structures: Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Single- Family Residential <MISCELLANEOUS< INFORMATION;;.: ❑ Duplex ❑ ❑ Triplex ❑ ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition Apartments ❑ Other: Condominiums ❑ Church ❑ Hospital ❑ School /College /University 4 Other: .0/.5-Re AY /7401 '42- Square footage of original building space: $ Square footage of additional building space: Valuation of work to be done: $ '7/ D/ 9..0Z) HEHEB X CERTIF. Y :THAT: I HAVE REAP : :: IS APPLICATION >AND< KNOW »THEE AME<To..ego RUE . ;:CORRECT A licant /Authorized pp ) Agent Signature: ; _ Contact Person (print name): "" ' 'y ...5-344,E" Address: -54 ?Aen ,VDU T.S/ jolt. j.tr,,,vC� Print Name: 6/4e2 L , he:,A4_..7."-- Date: /-9/'' Phone:72.S -0900 web r- T�- F 981 8 Phone: Date Application Expires: ��5- -.-0f 9 Date Application Accepted: 04/22/92 w 1 ffl u. a. :1 a o ,-1 q cn cn 5- % co il a i (1) 9 ;;1 ILI = Ei ).- ,, i.0 ,i. (1) < m 8 r 0 m z fy z a:L. 2 F.il CI 0 u) cn - z tele' o 5 ii 4 0 . I ) cri 6 > '3 i! - ..........7. erth EL" a x J m) 0 2 x • cc 7./ 1 CL : r-I N-1 • CO sk.4c 1-x : El . tv M r ......, E5 %, STATE OF WASHINGTON *1- 0. • 2b. 0 V. li "•r�r- . L"!n,T•77777""17"" rte" {'.P!q"R' "m7.7"+C,"',r7;.r 7, 4** k** k** k**** kkkk• k*k k• kkkirkk***** k• k** A* ** *****:4k•k•4:4A•W*;.*A ** *h *** CITY OF TUICWI:LA, WA TRANSMIT `k,*0,*k****;k******** * *li * *k *44.*****k**•k•k **** *** *:4 *** *k:4****•k**A'*k TRANSMIT Number: 9300.1.844 Amount: 322.08 12/28/93 09:57 Kermit No: 893 -0486 Type: B-- BUILD BUILDING PEA /93 Parcel No 032304- 9.21.3 Site Address: 10411 EMPIRE WY S Payment Method: CHECK. Notation: L1NDAL CEDAR HON Tri It,: SLB ***k****** k**** kA* k* kk****k* k• k* k*• khkk *•kkkk *k *kkk **k *k * *k **A ** * ** Account Code 000/345.830 Description Paid PLAN CHECK - NDNHES 322.08 Total (This Payment): 322.08 Total Fees: Total All 'FIympnte .Balance: 851.78 32.2.08 529.70 GENERA 322.08 TOTAL 322.08 CHECK( 322.0E CHANGE 0.00 7431A000 15:46 � \ 0 *W*+*+******************+*+******++**+***+*+******++*«**++****** CITY OF TU%NILA, NA � TRANSMIT +**+*+*+***+w+****A.**+***k**++****+*�*+***+**+**++*+*++++*****+* TRANSMIT Number: 94000356 Amount: 30.00 03/26/94 10:21 Permit No: �893~O486 :Type: 0-BUILD BUILDING PE 9g48/9.4 No: 032304-9213 • ~~'~ ~' 'Sitm Address: 10411 EMPIRE WY G Payment Methodr, CHECK Notation: LINDAL CEDAR HMS Init: DLM :*+k*+**+4+k********+++*******+**********++**+**+++*+*�+*****A,*`(* `.Account Code Description • Paid 000/322.100 ' BUILDING ~ NONREG � 30.00 Total (This Payment): 30.00 Total Fees: Total All Paymentex Balance: 881.78. 891.79 .00 �� . �_ . V ��/� �\ 1 ���-� � ) ^ -- � x*�_� ,��� —�_~~`'��` GENERA 30.00 TOTAL 30.00 CHECK 30.00 CHANGE 0.00 0511A000 22:49 � : **k k*** k* kk' k**.**** ** ** * * * * *kk ** *** **** * ******* *** k *k•k *•k * *alkk * ** • C,n v or.. TUKWJ:LA,: WA TRANSMIT . * * k** k* *•k ** *1F• * *_* *kk. *.* * * ** ***** k�i k* ** k'34•k *fir** *k•k*k•a•k•k**** .1R•ANSMIT.Number; 9.40001.04 Amount: 25.00 02/14/94 14x3 Permit -No : PW9,4-000B Typo PW• -SD STORM DRAINAGE Ponce.. Na: 032304 -5213 1. Site Addrese; :`,10411,: EMPIRE WY S Payment Method. 'CHECK. -Notation: LINDAL CEDAR' I 0 Lfl k *�k*• * * *.it *4k Irk•k***.k *k* ** ** ** * *.kk*** ***4***:**kkk** **,44Fi• c- ***• Account Code 000/345.630. 412/342.400 Description • PLAN CHECK - UTILITY INSP. FEE ._ STO,RM DRAIN Total •(This Payment): Total_ Fees: T.ata1' A11 Payments :. B tl6ince 25.00. 25.00 .00 Paid 10.00 15.00 25.00 GENERA GENERA GENERA GENERA '.GENERA TOTAL CHECK: 513.50 11.70 4.50 10.00 15.00 554.70 554..70 CHANGE 0.00 ` 9154A000 • 222M0 ti 4*****kA•fr•ki4k* **** k*** A k**** A*** A• kr4k• k• k• k****h *k**** *A•k•A•*Ak.4***A*** CITY OF TUKWILA, WA TRANSMIT. • k• kkk• k*• k****4kk0•• k4******* k*** ************4 * ** *********4*•k ** *Irk* TRANSMIT Number^ :, 94000163 Amount: 529:70 02/14/9.4 14 :34. Permit No: ,893.0486. Type: 8 -BUILD BUILDING PERMIT Parcel No: 032304-9213 Site Address: 10411 EMPIRE WY S ,,, .acy erit Method: CHECK Notation: LINDAL CEDAR Init: SLB. k*kk•k * *k*** *** kk A****•*4*** hic k*****k �r* *A****A**kk *A•k•kk•k•k•A•h**kk Account Code 000/322.100 000/345.830 000/386.904 De cripti.on, BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SUR.CI4ARGE Total (This Payment): Total Fee: Total A11 Payment:;: Balance: 851.78 851.78 .00 Paid 513.50 11.70 4.50 x;29.70 • _ .. w. _ _ .� _ _. _ ...•• ?„ • CITY OF TUKWILA Address: 10411 EMPIRE :WY S Permit No: 893-0486 :Suite: • Tenant: LINDAL CEDAR :HOMES (MODEL HOME) Type: B-BUILD Parcel #: 032304-9213 ****************************************************************-k********** Permit Conditions: . ,....-,.. •.±.26„....,‘2').... 0,.-,``t--*;.9r—na:: r1:::,r-, 1 . No changes wi 11 be jpe4:ne.:V9z;:'-ehe—rill'iitmut eetscp roved by the Architect and the400Prra BUnding Division 2. ',Plumbing .. permi"<s 'ell Ile. AaAiied VhX.ough the t- -King County De par :of IP 041 t'd He, 4,1„t,hrliPlUmbip'0 r i 1 1 , inspected , b. 4iii`a t itj elld it including a 171 g q',,' '1'p1 0.- III, 4,17 44.zo, (296-4722)7- , 4;f 4kIt'' *4. 0 * * ilr. 4 " ° (4 0; 0 , • ,e1 . 3. Electrica pqmyt ,s,rhall,.be obtained throtIgh, t1ieWashlng'toT , S t a te D OS i Oyei3OLabor and 'In ttikstr i es and 411., e lre 4. r i caM ' 'work w,.11/ be inspected by 4that agency (248-6630).„ 4. Al 1- mA :henicel work . i)t44 ' s ha..,.,(1 ' 3_:4, u nde:r '., ..,1" -epa r at e per m it . :f.t, hd-' 5,. ... .,lig h the 54 df T Lk w pi a . 5. Al A1 0m i$4r,i np ect i o6>re o041iVand OP pro v e d plans, 06151ri b ma inAtyinfd ava il a b le at-tke49b te"pri o to the start \ e. pf ' a n y i /t' flRri s '1. q p ' t n , , s :t ‘,e uk, .‘d ' t i o- , .n ' . it, h' ,s-e se r.,„w , ,oi :.c,,,c'1 ,V i , ul. in„ , e' nt,V s'''r rtt' *, : 1iA eovv,. d.. .N.:.,,-.,,..,_,,lbe ..,"... .... ma„ , 4 i n t a t 0 i ne, , ; c,„ ,,s i ,V.q • '• 'd 4 a va tab 1 e until f lia l'1)Pq 9ii On approval i granted 6 Anyl,expo s e d i nSpVetdnS Ia 01n gViiper i eri hap ha v e a F 1 a i0 S p I d Rating of 25:dr)(es en d na e e ria shall bear i dehi- f ici ionpowtngitfe f4pte"peOprmaaptZ rating thereof 7 A1 1d nsAryct ton td;6 el co 0 cit\ coitafr, heewith approved p 1 a a n ctr0q dA re me nti 9t:jthe Un f ptkB411ding Code 19pf' Edi i, n) 4s tamtnded by the Washington 5t9teBei 1 d i ng:Cdce , UniV 1 Meohanlcal Code (1991 Ed tioi)"and Washingeon* tet EnersCo lel " ip#I Second Edition) ' I \ C 8. Val 1 d i)V qf Rerm'ilt : ': The i ssuanc 4 of a \tRierlt,t or approval o plans,Skpedificat?ons and coMput 1 idcpstha ta be con , 4. t ' ^ 1 "14, - strued \te,A,,, be a4errei4t for, , or ap -iappr%„ a; 1)..,:p.f,srihY ■iiolatia ,.., , . Of , any CiAkz,the provisions of thiS-Thode or of aily o..,ttgr io. or d i nOneelp, . thOefuri ce..Po,t) on ;... No permi to; pPesumr,tig?to ,, au thor i ty 41.‘,1,YNv i olite or can 8e 1, eAtilp I;Tc58.61' i ons o f hi S , 4ci. ..•4,ky,\, s ha 1 I be keel:0(14v\ 9: There shall 640p,, o c du pan c y .0 fetp 111411 d i ng s ) , lin Wip.;,,th e final i nspect i Z5n - Ali7as be en colopl:ep'64:9 )i' the Tukw„.yral46 i 1 d ing I nsp e ctor ...„:•.; ir . ''.:,, •--. OriZr5Z4 7 Status: ISSUED Applied: 12/28/1993 Issued: 02/14/1994 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0486 (511) John W. Rants, Mayor January 13, 1994 Re: Lindal Cedar Homes - 10411 Empire Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1646. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72E, 2 -7.4) (UFC 10.501(a)) The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 2 -1.4) Local U.L. central station supervision is required. (City Ordinance #1646) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1646) When the control panel is located inside a room, the door to the room shall have a sign with one -inch City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1646) H.V.A.C. units rated at 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1646) 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required, (UFC 12.109(c)) • • .:t. *ILA City of Tukwila ZFIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 19 oe John W. Rants, Mayor Page number 3 of the Uniform Fire Code. (UFC 12.106 - 12.111) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) 3. In combustible construction, fire blocking and draftstopping shall be installed to cutoff all concealed draft openings (both vertical and horizontal). (UBC 2516, 11 (F)) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. 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 10.301(a)) . Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) 6. The total number of fire . extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number John W. Rants, Mayor Extinguishers shall, be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1-6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10,.1 -6.5) Maintain fire extinguisherr coverage throughout. 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 City of Tukwila Fire Department TU1WILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Project Name ( / n/ 1 711 /-)e-74 Hr.) v: • r C Address ./H+ ` 3 672 5 is (/ 7" Suite # John W. Rants, Mayor Thomas P. Keefe, Fire Chief Retain current inspection schedule •w Needs shift. inspection YApproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: r 5t=e vie v --5 9 Authorized Signature FINALAPP.FRM ///2 3/Y/ Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 Phone: (206) 575.4404 • Fax: (206) 5754439 . INSPECTION . RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERMff -(2Q61 431 -3670 • ro ect: 1 I` ti i / ype o ns. - . n: r ' —Kdlress: 4'z 3 z, s r 1 oq it ‘ I t Date Called: Special Instructions: Date Wanted: 30 r 111 bri p.m. Requester: Phone No.: -7 _ 7) rl l Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. • Inspector: ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee moist be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: �) .' c1 k I`SP 101 0. (: INSPECTION RECORD' C. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Sou�tcentarBl #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ro ect: 01 ' / / f riles / 7 YPe o nailed o Address: 4 /� 0te Called: ct o Special Instruns: r Date Wanted: ll f 7? AI, .m. /per, Requester. Phone 4-7 '7 /// ❑ Approved per applicable codes. COMMENTS: - _Corrections required prior to approval. 2r (Lc---0 eJ C-INJ el -G- . CA ma c. S cf+ . _'4 6.6 lU 6. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pald at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, p _. Imo: NSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro e : . Adel tr ype o nspection: M lAr� • ur Specia Instructions: T W c 1 -1 `..J t- OoOC, 5D ` Date Wanted: am. p.m. Requester: Plane No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: 0\ Date: ti/C1/111 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. / 0 INSPECTION NO. 0 INSPECTION RECORDI. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ro ect: Orat 612te ype o nsped on: „...a.11111 ress: Ar WAIIIIAIVAIMEN11.1111111111111 . pate Vy.apted: miormi Spedal Ins "Ions: Requester:, volgto_ Ph°"°" • 1011V.ffid1111 O Approved per applicable codes. &Corrections required prior to approval. COMMENTS: F1/4)11 /1.4 is .s776i- ApsT-AvopArme- Tblq- 2e8-was1 z yL G LA21 e.) Lc-% / N\71-1 i-f/27(qq -- A NO t t94 itero /11,f—'1■Mr t="7- bk-v7:1 ic-tA it") 14N,E70, VITA Ft f) f lA C.. fi-tr-S A N9 fl7 6CtLA NA{S g-otk I ( S A 11-‘. kg-SC9 AT SIM 112rn1. -ieril-Q774 • • , , • n • • " • .„4 D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., SUlte 100. Call to schedule reinspection. IReceipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: W ki _ v Type of Insped� :atA�'" " v (� Address: 4 77� S , 164 V (. 1 "`T t' Date Called: Special Instructions: Date Wanted: to ��' (m�.m. Requester. Phone No,: �7iS _ � 'i 1 tit Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: irAKIIIIM707011111111i1M122111 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. id at ece e: 4•••■....] (9 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 iiiiiiiarlfil ' / d ���� �4 t - RiN-_ ..._...:- .....��. ►�.:.....�,. a =�: / '7''':71 nstruct ons: ( I O nn LI it- E Pr d2.. W Date Want 5-(D Requester: / ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: G-clb ►t- ►.� _� U �. A- ? �J A P P 0-e vwP • !A 1.471.6 o4 Gd,t-,c 'T"zb,JS /-.7'(��bv�. -+�.. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon. 0 !INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: boa (∎eY. () P1v Ftn rL- : '4 AP0R -NN -,7 D A(L urD JL` 1 GAL-. 0 LA C..'"_ Ai- tA-Th t..ML.t... , Addressv 2- 5 , /04 et , `t Date Called: e i WIN LL. . Spacial Instructions: 11 Date Wanted: G� 5 _u ' ( p.m. Requester: � . _ .. Phone No.: iz5' ..... 1((1 — ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: boa (∎eY. () P1v Ftn rL- : '4 AP0R -NN -,7 D A(L urD JL` 1 GAL-. 0 LA C..'"_ Ai- tA-Th t..ML.t... , 2) Ih1.S4A4A 6--...-- I JQ. vve--7 • .0 v. ice' o e i WIN LL. . ) GA t^ L 14-- i TO •A 9 L. Alt ■ NJ w A-t. �..... -r \ T=L -n-o A.. • 4/ 2 `='" 1= ,..0- (k...: ► 0 s L, LAS N rW ti NJ Q r 0. 5") INS t.. t.n„'c.c WM-t.- A P r��.., Jo, ArrcLi2.0 -d11n- — G) Ft-4V AZ— (N S t. WlsTl \ t•-) 14 6.1--- GA vs" }ol.: = ., N-' ■ V o v. Iii C1;4= vt AA o c.< ,PM10 BLZ`mS I N rlA c -. s /ts-c.E- w i iv. D vn C g A ti19 Po sS_L 61 (:-.-R.P.4- ,,,J %►,SZ"\C Th4- V. 6C- A. (t vh C-r L N-Ur 4bvc"'61-. A wY T'I> I AG, U wri (-- Fit-Am ■ n1G •- 01"c.N . let �-^ /l. , ALP /_r -aHiT . Inspector: � Date: 5-11-14 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IRecept No.: Da%: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 1393— PERMIT (206) 431 -3670 Pr• _; ifr / . Type of Inspection: .. r�i v' A I� , A I:ie 17: / WsNt.,Arl'l -: %= i4IrJ9 0 u cr G/4Kf 4:7:11 swot , .. 5 3 Dates anted: ri_04,40 . . Requester (.� ,t , Phone No.:.77, — 7/ ❑ Approved per applicable codes. (," Corrections required prior to approval. COMMENTS: i 1 f,q ,,y D u 0,1 rJC, N ups in Ps eS ..„6„, Ne9 , it• cuk-r\1 IJCs, Gtc rr �,,ds-2S . 2 PA-rib t A.% £ 3 s u K) rt-o 9 m .S NAB t..M (Al vim. ut4 a 0 G i "-z ∎ '' is.,5 iii I., GOATS • iM.e;s U. 57 r4 PIP U. 6 O1 A1419 A4.4 i.. T /rJ Fravit.4 /-Scw`DuLe -. Mom— r-tA ►f:N0tk NevJ 6LA' .i,JG chl-c S Fa+L APPaD VAL. . 3) / WsNt.,Arl'l -: %= i4IrJ9 0 u cr To CX'T't'11-tt 4.. _MIA, t- . 4 O tVtYi -► rJ vY1 1 A NJ cH t-- /1 ,17 AN , Ns, ,Fcronl . 5 3 r N51*1 -(.- 51'Y+c wil . nspector: w ❑ X0.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • . t N0WI— 00 ype o ns. , • . �RI 4 eh1.10,...4; Address: Date Called: Special Instructions: Date Wanted: 9/ 9? ` p.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. W /p.. tit ,P Tom- FYWr -- A ►0 .v, , s Ecr J • P 14S-6t l ►J(� . tip iv'viz,At -s SSVV ..I +1.1 W H�n`a � 1 �i'�'� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection. . ' ; \ N INSPECTION RECORD} Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 3- 04 Kt, PERMIT N0. (206) 431 -3670 Project :t C ` ' / i LQCIQ'.. IL • }kQ3 Type of inspection: ` ''cress: 11781 ! /z.t kP USI S ':e .:�; ? -a? 1 '�� Special Instruct ons: p `�{ D g Date Wanted: �7, f , Requester ilk Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. late: Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 .rot LI inG A • ypeo ns :... t.A. s..., 0 )91:`\,...I )\Jt -A c. t k-,1(:\ pi 0' f..,.; v%.1.)■ ..-1 -ti Address: } 1 \ !fil 1 CA, ; S.;',.J c.,t..- �A, Date Galled: Special Instructions: ri, t.. r- 0)/N -71 c, 1 (� Date Wanted: .. 1" J -� Requester: , 7/D vg." Phone No.: 1 d '} " c✓" t et) 0 Approved per applicable codes. g. Corrections required prior to approval. COMMENTS: • t.A. s..., 0 )91:`\,...I )\Jt -A c. t k-,1(:\ pi 0' f..,.; v%.1.)■ ..-1 -ti . Ara. !fil 1 CA, ; S.;',.J c.,t..- t /ui=)t,,.. ,,44..A I-4 . ..',4 VVIL..1; ,l.- t;.J&I..L S. (-4 - -Pr .--- fJAt C. t r3 (Is .:.. rJ ) \ A .) is ;1..,., w ',3 . (Inspector: Date: y $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 7""°' o5 Dade:. oZ � - INSPECTION RECORD C, Retain a copy with permit CITY OF TUKWILA, BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMrt No. (206) 431 -3670 igtgi� LI YPe 0 ns • ion: Sit • ress: 0 I 1 l / i • : • : nstnid ens: 5" 14=- A,t... NA.( 4 c N (' ' ,r IA.. w '0, 4'0 Date "anted: r rri pm. 1p!�_n5 Requester. .� ""A/R./ t • AIL % . -- one No.: 1 d S_ ol A PP nkvfl - ❑ Approved per applicable codes. K Corrections required prior to approval. COMMENTS: PO lA. nJ0Nt %r,1 NM or., °-- i CO ,t4L — A'3 0 t S Lt.SSW 1'0e-7L PLAr► . 1` 1LA 0L- W,° -t' 5 t • AIL % . -- tNVa 7 A PP nkvfl - Plrii 1t. -11.1 S P Z-rto t,A FEE- . nspector: L., , 1414430.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 F15- oLr 7 PERMIT NO. (206) 431 -3670 77' Undt.1 C. .edaY Kly1(5 TypeofInspectb* -0 ndation IN) ./MLt )-.1 C-1 /S A,p,trvi.:'P („4t m S. S. No; )LS. Address: oui ► Empi (� W3 S Date Called: a_ 9 4 Special Instruct 6s: Date Wanted: am. p.m. Requester. . tkNi� �.J -]ill or - -) -oq W 0 Approved per applicable codes. Corrections required prior to approval." COMMENTS: 6 -01-rq I% L4 rr" TO F v. N 0/1-1- 1-0 NI PLAT E IN) ./MLt )-.1 C-1 /S A,p,trvi.:'P („4t m S. S. No; )LS. 'TOP /L "1 ` 'E.-1-v\ 9.3 -I- 6c7 i ro vn. . Z Tn..C'-i-'r•` c4A-t- e./ VS W MA ertJC -5•-rx VA-I-t v'c . 3� 1.-11 c A e0t-7 Spill ,'S pre.. pLe% .1 714 tJ C,q i. t F-v 0 (L -1 1.1 s P ict--714) rJ p4-1 D rt-- T O NIA L. I 1,1 G o NJ pt.,' VN-d P S K-1 n/ ' 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter'Blvd., Suite 100. CaII to schedule reinspection. .. • . _. a _ .,.,.,....,ae..w.1aa.. S !•• 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a (206) 431 -3670 Project: I _ 0�� ) L /- lax type of Inspection: -'r2-d �` ._ Address: /01-M e Called: ., —.-- ,1 Special Instructions: Date Wanted: � a.me Requester: / Phone No.: 0 Approved per applicable codes. COMMENTS: Corrections required prior to approval. t_. ,she, le s5 g/c e v g ate/ t 77 -elm 04` asey?osthe c e..7-- 41-1 c5 I-1 IInspector /4::>74/he-r O $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee, must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ALindal CedarHomes 4300 South 1046i Place P.O. (lox 24426 S'attk', Washington 518124 I'Itorie: (206) 725.05100 Fax: (206) 725.1615 LEGAL DEGCRIPTION THAT PORTION OF THE NE QUARTER OF TINE SW QUARTER OF SECTION 03, TOWNSHIP 23, RANGE 04 E, N.M. : KING COUNTY, WASHINGTON, DEFINED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF N LINE OF NW QUARTER OF SE QUARTER WITH THE MARGIN OF EMPIRE WAY 6, THENCE N 86 -58 -2S 1-4 ALONG N LINE OF SAID NW QUARTER 4 NE QUARTER 650.94 FT TO TRUE POINT OF BEGINNING, THENCE CONTINUING N 86 -5S -2S W 315.10 FT TO NE MARGIN OF P61-1 #1, THENCE S 26 -13 -15 E ALONG SAID NE MARGIN 312,28 FT TO N MARGIN OF BOEING ACCESS ROAD, THENCE N 63 -46 -45 E ALONG SAID N MARGIN 153.31 FT TO A POINT WHICH BEARS S 03 -01 -32 W FROM TRUE POINT OF BEGINNING, THENCE N 03 -01 -32 E 249.89 FT TO TRUE POINT OF BEGINNING... TAX PARCEL NUMBER' ' 032304- 9213 -0 IL /UO ic:rO iyya rnum: 12/08/93 l 1 LUO OW+ 4041 13:00 FAX 20 '84 4631 3700 .5d00 3900 IU: <UU /<ului.' SEATTLE WATER 4000 i$ati .: • 1 C eirlKtn G'r , �a ) X41416" �� • c�a • • • • • r61 • • • • • • •. • • • • • • • • • Y 7 i.-5- ( Stitir = /30r21 rosi g4 1.• /4r,3: • w 135V a. pfl2 3 43 7.� [r lrl+�J Lp W.M. Atm w Jr.v.Gh• 305)".14.14..4 Ch z3;a • tors nelo .. cr LIM/T • • • • • • de orPAU 1 a••Nor••••. I • t...� k • • • • • • 912 •C P&V 01; ornr0 42 6 EF2 RECENZO CITY OF T'UKWIL.A DEC 28 1993 -` • PE M CLNTGR • FOR . THE AG 124' Pk v / L. L._- RESIDENCE 7/az. 206 -868 -7140 ReCEIVQD CITY OP TUKWILA DEC 2 8 1993 PERMIT CENTER JOB TITLE: JOB NUMBER: ENGINEERS. DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 LATERAL LOAD ANALYSIS — SHEAR WALL LAYOUT e$ Q �o 21, 3. P. 1 26,67' es 600 17 AS 1' y ?d ' 1316 21433 par Meth) &2 GU'» o GO II 0 n4.°'' *4G l a ur = 0, y) C , 67) ‘ i . 3, 6 , a ) = ? a v .15-"esF7 )21,Z4 t Sri AP Jaz/.t -.V L014.7— 59' ?,-e") P c (7.174, )(,r) . S��T,7rpc,c QG..v-e e4,,,.� 7'Z (7 OA 4_ 6.2;�)61.)= At; aw -- ONE_ S704.Y y: it (e.1%) (/r) ,/. ii etAl DIVISION: BY: DATE: tt'sW1W.. ° ENGINEERS,. DESIGNERS t CONSTRUCTION MANAGERS 206 - 868 -7140 2820 234th PLACE NE REDMOND, WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: Z OF LOAD RESOLUTION TABLE WALL # LEVEL LOAD RESOLUTION - CALCULATION TOTAL / ' o tr' &1/2-) ry) 27 0 (/ 1/4)6-Y)* OirX9. r6)d- i� 6) )17-zWY /20 f 7 (io� :7 XY,r6irm)- t`( to, O i )03-) 17 V & ,92x -r) rry .i" (zr/2-y) S"Sy 6" '4,) 'YOC3,3 '.)6t--) 4-( VC-0,1r) ad 2 i-0.--r ('L)('')A3.3S)( r)i-- (Y2)(7- )6r) d6� 9 m inl ( (6 -) './9 9 (/6JL)( Z) 4 27o ld‘ / 0 (' °`Z (di .t- (z /. A. )C //6 -f-- aoc 2 .-*d // (24 ,3-/L )6/6> 4- 13 2.176 fz- 0-7/2_) (i 14) 11- Try )3'9O / 7 (1-',X116) t ' %)(/2) fl Y 2034 / y / 7,1-) 62-) 7)3 I f- (i/L i 447)/467)&)-i- 0o, 67)6 ; »,) 0 1 t(7s /‘ (26/0(.62) - -�ii.)(N,(5�iI)fZ'/°,e9)lr,/ir) 2y8/ /.2 6A-) ((.1-) e 0 ‘ ley 0/0 ;677 )(rtil-)6r)7'/112 )( I V Xiri) 1 (7 7/ 40 / I/062462)(17 P, j / l 1)-1- 0462 g -17- L') /17 / DIVISION: �lp1y eit% , , ,vO 206 -868 -7140 CO �� ENGINEERS, DESIGNERS S CONSTRUCTION MANAGERS JOB TITLE: BY DATE: JOB NUMBER: SHEET: OF 2820 234th PLACE NE REDMOND. WASHINGTON 98053 SHEAR WALL SELECTION TABLE WALL # LOAD SHEAR WALL UNIT LOAD WALL TYPE 1 L7 a /2, //q 2? 2 i2of 3 ) r 4/ 7L- ? 1..71- 2 % rrY s ; 3? -1- /77 .-Z 1? f-ry s; T? /0Y C 666 0 67 13 2 (6( y /6 7 a o 996 7,5- + 7,-r' OZ e 76( y o' / 10 a /© 7 e ? y5" 0 1/ 2/96 y-7,-87t ( ) 2/ G fZ ,r'yb .r,.73 -t as -e-r,53 '9') 13 2.01C /2, )70 a i 2/7 2'r -t- Z, /1/.i 8 /(' /d 7r y71 8 )4 6 Giy Q od may / 9 ?t■ a.� /2 996 7, r' -/- 7, r" s'y 6 /0 /37/ 6 -7 /o.( e / 5 I /7/ 3, r- x-3.67 i 9 Z DIVISION:, 868 -7140 JOB TITLE: BY' �a11 J' �� 4i0 206- cO�' DATE: JOB NUMBER: ENGINEERS, DESIGNERS t , CONSTRUCTION MANAGERS NE 98053 SHEET: '/ OF 2820 234th PLACE REDMOND. WASHINGTON SHEAR WALL TABLE SPF FRAMING TYPE MATERIAL CAPACITY NAILING (EDGE) NAILING (FIELD) "A" 1/2" GYP BOARD 62.5 PLF 6d COOLERS 0 4" OC 6d COOLERS 0 6" OC "8" 1/2" CD EXT APA, ONE SIDE 213 PLF 8d 0 6" OC 8d 0 12" OC "B2" SAME AS "B" (ON BOTH SIDES) 416 PLF "C" 1/2" CD E (T APA, ONE SIDE 311 PLF 8d 0 4" OC 8d 0 12" OC "C2" SAME AS "C" (0N BOTH SIDES) 622 PLF "D" 1/2" CD EXT APA, ONE SIDE 402 PLF 8d 0 3" OC 8d 0 12" OC "D2" SAME AS "0" (0N BOTH SIDES) 804 PLF "E" 1/2" CD EXT APA, ONE SIDE 492 PLF 10d 0 3" OC (3` STUDS) 10d 0 12" OC "E2" SAME AS "E" (ON BOTH SIDES) 984 PLF "F" 5/8" CD EXT APA, ONE SIDE 545 PLF 10d 0 3" OC (3" STUDS) 10d 0 12" OC "F2" SAME AS "F" (ON BOTH SIDES) 1090 PLF SHEAR WALL CALLOUT FOR ENTIRE WALL DIVISION: BY: DATE: �'66814 cQ ENGINEERS, DESIGNERS t CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: X OF SHEAR WALL OVERTURNING & HARDWARE SELECTION TABLE WALL # PLF LOAD O.T. LOAD TIE DOWN VERTICAL STUD / //, 5 72 ..'.7 7 &ow A/, . c Ti cAJ 5"" ioy 7 2. a 4., 6 62 1l6 ., 7 /6 ? aa ., . 9 1.7 26 V ,4/ g 1/0 600 /i - /v 7r Z7‘O N`22ii- w . 2.-7x- // /2 / 96 g SrW Nl_e -77uxJ /Z i7 77 6 ,, t ' /70 4.?60 /�r,� z r4-. ' ,Z" :� w. 2 °-2)c / / yi J/ y y ; w�, — 2,,.. /r r/ 7rz ,m -vf CUr2-N,? r—(/)-L. w /y /6 ,T /0 2V80 /. a4- A ,�A)"- z—Zx l) r q JZ 3-7 e-av nJ.0 7-/ (M.: /9 /off 6y9 5-7-47 A) —/ /i /4 1 ✓s'3 6 . / z,9- /4/ Z — z x- DIVISION: % �� ��p1y .v0 206 -868 -7140 JOB TITLE: BYE DATE: Gov' JOB NUMBER: ENGINEERS, DESIGNERS t CONSTRUCTION MANAGERS • 2820 234th PLACE NE REDMOND, WASHINGTON 98053 SHEET: OF FLOOR -TO -FLOOR THREADED ROD 2x STUDS SIMPSON HD ANCHOR BOTTOM PLATE 11 w FLOOR JOISTS 11 TOP PLATES OF WALL BELOW HD TIE DOWN WALL TO WALL SCALE: NONE DIVISION: BY: DATE: 40)st+.0.4s. s iN2° 206 - 868 -7140 ENGINEE7RS, DESIGNERS CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 7 OF FLOOR -TO -FLOOR THREADED ROD 2x STUDS SIMPSON HD ANCHOR• BOTTOM PLATE 11 N FLOOR JOISTS..e7 PERIMETER BEAM TOP PLATES OF 'WALL BELOW O IID TIE DOWN WALL TO WALL SCALES NONE DIVISION: BY: DATE: 40 �JO 206- e6e -71 io GO ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: OF FIELD VERIFY ALL HO LOCATIONS & REFER TO SIMPSON CATALOG FOR ALL REQUIRED DIMENSIONS. SIMPSON 1D TIE DOWN SEE FLOOR PLAN FOR SIZE SEE LINOAL DRWSS FOR FRAMING RQMNTS AT PROW POSTS DOUBLE 2x STUD or AS CALLED OUT ON FLOOR PLAN. JOB TITLE: JOB NUMBER: ENGINEERS. OESI6NEns t CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 SHEET: 9 OF Roo r S1.440Po 2-r 'R f ofe 0� ISM t$P.rF DDUO 0 00 6,9 /6 /6 /2 /0� CALAAA, 1/. () , /i?2f'i //.0 • DIVISION: BY: DATE: 1..4lho l..44t `DgsiGpv pct 2, s. pL zw,L/ ? 2.t3, 2 PLrr zl s. z te. F- GO--- p 277/ )Id C.Z /066' /d.r R Q _So 206 -868 -7140 ENGINEERS. DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 1/ OF ROOF BEAM : GLB 2400E-V4 ® CV C7 ro Co SPAN = /7 W = 2-i2 .2_ 2 0' Z ( /2 ) M = = `7707 Z 8 ) "7702 ( 12 ) S = = 3631. 2400 A_Igi3(3) _/6.Y7 2 165 (2 ) L/240 = 1762k4y0 5(2/.3.2/12)(/7 x12 ) 4 I = - 26Z. 384 ( 1.800,000 ) ( .8r' L/360 = I 5 ()33, 21-712 ) ( / 7 x12 ) 4 USE: 384 ( 1,800,000 ) (, s 7 ) A-- s&ate s = czY 3v6x, /0/ /z_ A = 32, a DATE: ooltst**60. 0G IN3 IN 1 = 30) ,5 IN 2 4 206 -868 -7140 JOB NUMBER: ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 SHEET: 2- OF ROOF BEAM : GLB 2400E -V4 SPAN = UV= Z12.2 r`. M = 2 217.2( /0 ) = ‘CS S = -- 8 2400 Oar(12) ZLl(1O ) _ /066 _ ,06(3) = 96, 2 165 (2 ) L/240 = , 4-0 5 (24,2- /12 ) ( Go x12 )4 = 384 ( 1.800,000 ) (, S-j ) L/360 = I 5(/LT,Z. /12) ( /0 x12 ) 4 384 ( 1,800,000 ) ( • 33 ) U S E: Q --i 2!c__ S = /Z. 2 A = / z= DIVISION: BY: DATE: rAII 4206 - 868 -7140 ®ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 3 IN 2 IN 4 IN 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: /J OF ROOF BEAM : GLB 2400F -V4 SPAN = W = 23,2 2 = 4/D. e / 8 2400 v= 2 L/240 = lyre A = l86 ( 3) = /6.9‘ 165 (2) 5 ( 2/L2112 ) ( /2 r x12 ) 4 I= - �e 384 ( .1,800,000 ) ( L/360 = 08 ) 5 (133,2./12 ) (/7.rx12 ) 4 384 ( 1,800,000 ) (1 s- ) USE: Gv-- &titivt U,k- DIVISION: BY: DATE: S = 7-4-' IN3 A = 77 -" IN2 I= /fro o IN 4j.,,4v 206 -868 -7140 ENGINEERS. DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: /V OF ROOF BEAM : GLB 2400F —V4 SPAN = /9 w= Zi3.a 2 Zi ?.2 ( /, ) 8 9 Zo ? U 9620( 12) S= = y8./0 2400 V — 2� L( ,2 ) - A — Zc)2fi'(3) _ 2 165 (2 ) L/240 = 5 (2I ?, 2-/12 ) ( / x12 )4 384 (. 1,800,000 ) (,, 9r ) L/360 = I 5 ( /3.1-• /12 ) ( /i) x12 )4 384 ( 1,800,000 ) (4.3 ) USE: k) 8,, ,014 Oe- DIVISION: BY: DATE: S = 7V A = Z2 r = tiro 0' el 206 -868 -7140 3 IN 2 IN 4 IN ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: /S'. OF CM2g, - 62 ., - ,r/Gr,) m= 227 0i) V' • I/ 2.2. e/ 7(2.0 38, / At- )Z,�Q DIVISION: BY DATE: 206 - 868 -7140 ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: /6 OF D Pr .Tr°, 04 a s: 0 80074-t sV. L-o Ae, 46 N- P'S'/6,\3' /0 ' 3av/z. -r- f a c Z 3.-"0,1i, y - Zx 0 CVo /0 ' 3av� +-(i i -an )6) y62 'cam 4� 17 320 Z11 72 2. L'3)(sr ; =sd'Y GI�T� DIVISION: BY: DATE: vo 206 -868 -7140 ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: /2 OF LOFT BEAM GLB 2400F -V4 � � (-3;) SPAN = /0 W= 327 2 8 2400 V = -- = = 2 165 (2) L/240 = 5 ( ?2o/12) ( /0 x12 )4 I = 80 384 ( 1,800,000 ) ( ) L/360 = 5 (,r/12) (/ 0 x12 ) 4 I= /00 384 ( 1,800,000 ) (, n ) USE: Q -- -dject S = y2. Z IN 3 2 3i4)°9 A 78,/ IN I = /8P IN4 DIVISION: BY: DATE: ® � 1) 206- 868 -7140 OtA0 ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REOMONO, WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: Je OF LOFT BEAM : GLB 2400F —V4 0 SPAN = /0� W = Y6'7 2 (16 7 ( / o ) M 8 (C67 (/0 ) 2 s= �"Sg( 12)^ 09, Z. 2400 L/240 = 5(167/12) ( /D x12)4 I = 384 ( 1.800.000 ) ( is-c) ) /37 �. L/360 = 5 (Z7 /12 ) ( / 0 x12 )4 I= 384 ( 1.800.000 ) (, 3Y ) 27Y1 ( 3 ) = Zl, 23 165 (2 ) -- / 7 USE: /s''ivcc4,,_ r/I S = A =32,Zs I = 30/, S' 3 IN 2 IN 4 IN DIVISION: BY: DATE: t.* )1 ���`►��$40 206 -868 -7140 G© ENGINEERS, DESIGNERS t ta CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: /9 OF LOFT BEAM GLB 2400F —V4 � (e)(?) SPAN = /7 W = 320 ,2tf- 2 M= 7(��) - /S-6o 8 / /o( 12 ) S= = .g 2400 320 C d7 ) 2. A= 2�0C3> 7.720 2y.7.? 2 165 (2)• L/24O = 5(320/12) ( /7 x12) I = -- 79/ • 384 ( 1,800,000 ) (, 4 L/36O = I 5 (o r /12 ) ('% x12 )4 384 ( 1,800,000 ) (,r7 ) USE: et) — S = 7 IN VS k /2 A = 37, t-' I = 9s-o DIVISION: BY: DATE: 41SIS: �4o ® 206 -868 -7140 � ENGINEERS, DESIGNERS t CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 IN 3 2 4 IN %7C,. Cul-ev Nit-t-- ow..WIOra JOB TITLE: JOB NUMBER: SHEET: 20 OF LOFT BEAM : GLB 2400F -V4 C� SPAN = W = KGs"" 2 M _ 6'r- (,2) - 3 60,3 8 v = ?6r-. C y, ) - X686 2 L/240 = 5 (.per- /12) (� 4,--x12 )4 384 ( 1,800,000 ) (, y{ ) L/360 = 5 (279/12) (%2 x12)4 384 ( 1,800,000 ) (,3 / ) 2400 165 (2 ) - `2,C - 8z.% USE: 14) S = 71 IN3 2 A = 3 ?r IN 4 j = (71-0 IN DIVISION: BY: DATE: 206 - 868 -7140 ENGINEERS, DESIGNERS i CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 2/ OF • POST AND BEAM OVERLAY — 32 Is . . • • 32 3o e m 3y 34 38 L r- r—nf! 5 • I/3 ' I 9/ y l_ 3 z /7 20 z3 20 21 r 19 2 l oOi POSiS POSTS IN WALL : DF NO 2 DENSE Fc = 1050 psi E = 1.700.000 psi K = 27 EXPOSED .POSTS : 20f GL Fc = 1550 psi E = 1.800.000 psi K = 21.5 Fc' = Fc for Le /d < 11 l.e /d Fc' = Fc 1 (1/3)( 4 K ) for K > Le /d < 11 Fc' = .3(E) (Le /d) 2 for Le /d > K DATE: 00110'Poo. 01)(0 206 - 868 -714 JOB NUMBER: ENGINEERS, DESIGNERS i CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 SHEET: Z2 OF POST LOAD ANALYSIS — ROOF POST /BEAM OVERLAY AO,-,-- G- 0 .fra r — I/O p - TLr , POST # ROOF LOAD CALCULATION LOAD 4 2 -3 y e6/2_-/-)(2/.7 ,z) 2.132. .' "A it- z-) ( 3",31/2._ + 2.33 )(4! o / 1400 6 7 s601.)-1- 1OAz-1- 2-) 21?. Z) (16 /7_,>/2)3.Z ) 1 06 1706 2772 g (i11/2 )0' z /J. 2. ) Z 13 • Z) q sp (264 / 0 &2.-) ( -a6/z) (-z,3.2) 1 386 // (" /L) C t t 7,1Z ÷2-47) ) (y d) 1000 I Z ( "A, Z • 6 7) ( 217.2) -f (,/t ) / /VI Ji- Z 13 )zi3.1 211 17 13 fo° (,dA 4-2, 67) (2 J 3.1) /6 36 / t / ( //j ( ' °z.: 4-2. n)(z.i ) ,i. 78Z 45' (it/z )taa, z.) (2/3,2.) /06Z . 533 /o (A,) (,vIL) l 7 )10 23 ((zi3'12) 2239 /8 co hi 4 0 674,1-2-) (z1 J , Z) -►-- & 7, 92- 2Zz is, z 4i'I b y /f 61'11z --)--ti ) (z 13,2) Z 7i g 0 dubmito 0 (7. 11'1 -) 4— 6°.17.L /17.2) '9 � 10 2Z (/8.r,'—)('2) • 303$ Z (17417 + /2 )al?‘") 2 I 8 Z5 Com(Jo (4-2)(77) 4- (/`//Z) (air ,2) 22.39 !mob ( _1' y)(.-2 r,-?_) 1 I 23`/‘ DIVISION: �1p11 p 1 JOB TITLE: BY:�''rj DATE: 206- 868 -7140 GO JOB NUMBER: j ENGINEERS. DESIGNERS d CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 SHEET: ?f OF POST SELECTION TABLE — ROOF SUPPORT POST # TYPE LOAD POST SIZE and GRADE fc / 2, 3/ y j/ y 2 / ?z 3' /g x 6— t0,= /37 3zZ /yon j'// n 3' /2... p,-' % Z d v h f 7 /Y " ,99 3'/8 x " V. 2O54 g _FP/ /70,4 3 '!g x. s' tor- / I a si° 114 277 2 3'6x5' %_ 6- 97 /0 3/V ,/3 6, 3' 4 x r" � 6' S 1/ 2 /o a n 7 //8 x 3' /z ac 3'/4 x /L G7r= ' 2. /� 322 2 S/f 7 2Z /.s' 322- /636 3 'l, x '/L ac) G /`/' /y 222, 782 ' 3 //8 x '' /z.. .DG 7 Z fr 6, 3x2 /0.66 zi /b. x. ?' /�..4) 98 /6 3i v s'0. ,3 3Yb x .r , G 323 /7, 2o, 2.3 7/Y 223, i, 14/1/ /8 3/V yioY ', z63 _/_9±________, 2/ /v %Yl 27/ 9 ,�' /a x 4‘ ?' /& )C f/� 6i- .JLJ 2z 4) 3038 3'/b x. 4 6-6 )63 z Y /411 2,86 3' /ie x y //L �L l s'4 25'- M 7238 3'/8 x Y '/z (C- 16 0 t6 A) 2CY .?'4 x. 6 / L. J 26 DIVISION: 4,, p 0 GO ENGINEERS, CONSTRUCTION �1p� 206- 868 -7140 DESIGNERS Z tUWAGERS PLACE NE WASHINGTON 98053 JOB TITLE: BY: --� DATE: JOB NUMBER: 2820 234th REDMOND, SHEET: 7,Y OF POST LOAD ANALYSIS -- LOFT POST /BEAM OVERLAY POST 1/ FLOOR LOAD CALCULATION ROOF LOAD ABOVE LOAD 27 69:17 -C-'12/12_ 60 7- pi of i-- g-: -PZ z..r-2 Y, -'9 0 oft9 /9 )(`�72)' ) ,1. 7/9 P 5'79f�. 30 I xtrg)(qH %414 -4 4 - 0,00eX1 , t z- ya''4 l kr7JZ- z / (9, T yt)(' "L %as4) * ion -7,- s .-' /2) /x.72)(90) 2/90 (9/( 1z ('O /Z) 67 2) Cio) -t z y / 7 3y . (/%) ( 2.-o) a-- /6 (76 3Z?, Jy ' Ji.) ( 320 /z. )# 782,-(//000.4.),4-14440(200) .. .475" (17 /1.) C 32 ®.) #- Z27 4193. 7.‘ (/' %-) ‘ 72-o) ,y/ o y ‘gza 4,9r7 37 N..) (Zi20) ÷" 22. a 5 s8 (01/2) (020) 1- 9690 790. 9957 .Q84 A(97 69 39 . (r?/) ,(J2&') -t- 2239 I/0 /2c)/%) (32-0) * 2 /g6 y/ (9A) (72 4 /z) L'2)(4'a,k'2,t)- (2t '!2 f .L C:rao /a-) ! '') w) %)ii . ‘' %Z '12 ( 3/2--)1 X20) -/-- 0235 D/9 DIVISION: JOB TITLE: BY: DATE: c1� N; 206 - 868 -7140 r cp � ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS JOB NUMBER: 2820 234th PLACE NE REDMOND, WASHINGTON 98053 SHEET: 2r OF POST SELECTION TABLE - LOFT LEVEL SUPPORT POST # TYPE LOAD POST SIZE and GRADE fc 2 322- 2y66 .7/4 x 7'6, Dr-L. . 226 z g M V 2 1' b >c `l 'A d-c. 3 zZ 2 S in 1/1"—C2 3 "6 x y' /-1. 6t- 20Z Yo iU cr9g t/8 x ‘ , 299 . 7/ 3ZZ, , -066 . 2118 x 71/ z p," /$ 9 22 2Z, 3 %y 3113 Zi -3ZZ- Z, ,, 272 .2Y 3i 3,r/ S' z/6r x s` 27 ear 1� .3 /y Fis� ca osi 4.70 '. 2'4 2/4 J,C zg9 Zgz_ ,76 77 A) 1- Y 69( .71 x C 6zr' 2* )c 777 2yl .307 31 3 39 ,A) Vroy .) '4 K 6 cam. Zy/ Y0 3/ y t/Y "z. 3 76(x S`" 1i py . i . -e. ,2gS" /0/ y 3 ,m 3'4 x Y 1/L az_ DIVISION: J p'� .0)S JOB TITLE: BY: DATE: 206 -868 -7140 0, C)(/* JOB NUMBER: ENGINEERS, DESIGNERS a CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 SHEET: 26 OF POST BEARING CAPACITY CHART POST SCHEDULE MAXIMUM LOAD - BEARING AT LINDAL # SIZE MATERIAL GLB SPF /WC PLYWOOD 336 2x4 STUDS SPF NO 2 ' 3412 2231 1785 .322 3 -1/8' x 3 -1/2' DF NO 2 DENSE 7109 4648 3718 314 3-1/8' x 5' DF NO 2 DENSE 10156 6640 5312 315 3 -1/8' x 7 -1/4' DF NO 2 DENSE 14726 9629 7703 L 3 -1/8' x 3' 20F -GLU LRM 6094 3984 3188 M 3 -1/8' x 4 -1/2' 9140 5976 4781 N 3 -1/8' x 6'" 12188 7968 6375 P 3 -1/8' x 7 -1/2' 15234 9960 7966 0 3 -1/8' x 9' 18281 11953 9562 R 3 -1/8' x 10 -1/2' 21328 13945 11156 W 3-1/8' x 12' 24375 15937 12750 NN _ 5 -1/8' x 6' 19987 13068 10455 PP 5 -1/8' x 7 -1/2' 24984 16336 13069 00 5 -1/8' x 9' 29981 19603 15682 PPP 6 -3/4' x 7 -1/2' 32906 21515 17212 000 6 -3/4' x 9' y 39487 25818 20655 DIVISION: BY: DATE: 206 - 860 -7140 Ct OURS, DESIO+ERS & CONSTRUCTION MGRS 2820 234th PLRCE NE REDMOND, NRSHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: .a? OF POST LOAD ANALYSIS — Le /d AFFECT 4:12 PITCH 5' -4" MODULES 5' -4" MODULES LONG POST SHORT POST 192.0" 161.5" 140.0" 119.0" 97.5" 192.0" 64.0" 42.0" 21.0" LONG POST SHORT POST 353.5" 256.0" 289.5" 192.0" 225.5" 128.0" 161.5" 64.0" 97.5" DIVISION: BY DATE: 00$ .3 206 -868 -7140 016) ENGINEERS. DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 2$ OF • POST LOAD ANALYSIS Le /d AFFECT ( DF NO 2 DENSE ) d 3.5" POST 5.0" POST 7.25" POST Le Le /d Fc' Le /d Fc' Le /d Fc' 21" 6.0 1050 4.2 1050 2.9 1050 42" 12.0 1036 8.2 1050 5.8. 1050 64" 18.3 976 12.8 1032 8.8 1050 128" 36.6 380 25.6 767 17.6 986 192" 38.4 366 26.5 726 256" 35.3 409 97.5" 27.9 655 19.5 955 13.5 1028 119.0" 34.0 441 23.8 838 16.4 1002 140,0" 40.0 318 28.0 688 19.3 958 161.5" 46.0 241, 32.2 520 22.2 890 225.5" 45.0 266 31.0 529 289.5" 39.9 321 353.5" 48.8 214 MAXIMUM BEARING PRESSURE : POST TO SPF or CEDAR POST TO GLB ( ROOF or LOFT BEAMS ) POST BEARING ON PLYWOOD FLOOR 425 PSI 650 PSI 340 PSI DIVISION: BY: DATE: 206 - 868 -7140 ENGINEERS, DESIGNERS t CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 79' OF /1=-0G? ,4- 7-7oJ 6-1.J u� , 4 W t t/ i r s`�Z 14f Fir O''4vZ / S'"'r `7 <c/?) Cie 77G Pig #s /,vi — , d.C, ry ry ry s< Y8 s?� 621 4 I6,96/ V6, -i o a 463 ©81311:1 9r , i n'. p •'r Q A tL S yb p crr. i� •7o 0' 'av 1/7 8' 7' j, r , 7i b it 476 86 v ps A it 1Gh- , 'cX ? Jcr- L/t j 5 ■7." A.007e- 4/ r = .S"o0y* i4 .' •f — 6c) or✓;- npr _ O S"�lirJ c At" = 2r"!'r r ir# j 1.= Lio #0 ✓ Tor". s a I t i./ (r e%'se ,S1- M iCX. /00 /)ICI /i .< G0/h2f /1vv ;6 v.< Lv ha,l w l tYr4 t e.-04o 1 :- �' -��) (do)(->°4A). ) ? 20 (ferlo.r) DIVISION: BY: DATE: 206- 868 -7140 ENGINEERS. DESIGNERS t CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: , ?O OF FOUNDATION LOAD TABLE — FOOTING SELECTION HGC/c.— .4. c/-f-- S'J6F.) POST # LOAD AREA FOOTING SIZE REQUIRED REBAR -ys/ 3Y, 2. 3. V 7'y/ 6% C t,/ NU-o� yr 5v i Z 7,/ /„ /, cd 3V, a 7,'-/ ., ,, Y,2 3W2. 3.1 I, 0 y9 .2r60 2,g /'6 "x i'6( 'x 8 ff -74. v ,54t) I ( 01-6 6 `.'! 6 e4, 4 Cl 2,115 0 2.6 /I t t 1- 0 2 79 2, 0 T "r C- do/P. ,hc cr3 6g7 6,9 3',o `')3 =v ` x id S -#i! j ,V a71 6, f.. i/ 7ga.. 78 ., // JCS 008 O Z. D / G' "X i f « K. Y ---fa• % ie�,J ,r2 • /6 OD /. 6 // BEARING PRESSURE _. 1000 PSF for FOOTINGS 12" BELOW SURFACE OE !,.�� BEARING PRESSURE = 1500 PSF for FOOTINGS 18" BELOW SURFACE DIVISION: ��011 206- 868 -7140 JOB TITLE: BY: :'�� 4 ©��" GOB' DATE: . JOB NUMBER: ENGINEERS, DESIGNERS i CONSTRUCTION MANAGERS PLACE NE WASHINGTON 98053 SHEET: 3 / OF 2820 234th REDMOND. FOUNDATION LOAD TABLE — FOOTING SELECTION POST # LOAD AREA FOOTING SIZE REQUIRED REBAR ‘0 /6U0 /)6 /?''68" `'esc 2. —#y 6/ 386 /4% i yam - C.._ ✓Ywwr 'Z 2-/ 0 2, 2. ry.G- c.. elm-VF 67 s'yy3 -6 .S % S' 3=.0 k 3' 0 `}e/o * 2 —1fr ∎'/E '' 6Y 1/676 /7 /, • 5- so gv 3--,/ /, . !, 6C iyvo /4-1.- iv ¢ k- /'6" x f 4 x -- *F Y ,44.,> 62 1-9/7 _ s' 9 eve., a ,44/1-= . a 22 %0 2.3 i'd'''k / itc y r• '' - y 0r=4) 69 /76O /,S 00 ' 0 7782 7,g 3 "6 /d'' --01/, 7/ 7Z /, S , tc, ♦ • x 9 '' 2_ -- -OW474 7Z ZJZD Z3 214 x2'0 isg' 2, --74 le, A14/ 7 3rs-- g,6 -7-yP,.. Mr4w 7y S /7 c; 7YtoK... e /iww 71 ZZ 0 2, r / ' 6 "K /16 " )(Pt' 7 -- $1.Y /4-ti/ BEARING PRESSURE = 1000 PSF for FOOTINGS 12" BELOW SURFACE BEARING PRESSURE = 1500 PSF for FOOTINGS 18" BELOW SURFACE DIVISION: C� 0 �(��`) pS� 11. 206 - 868 -7140 JOB TITLE: BY: DATE: `'„ GO ®� JOB NUMBER: ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS PLACE NE WASHINGTON 98053 ._ SHEET: - OF yz 2820 234th REDMOND, FOUNDATION LOAD TABLE - FOOTING SELECTION POST # LOAD AREA FOOTING SIZE REQUIRED REBAR 72 6369 8. 5/ 2 -o x .? x / d 4 ? -7Y/1) 76 176/O ) 8 / ' x / ' 6 ' 2- -- ;es-/ cr4.0 S 2.c-6 o Lif.2 r/2________.--.. ZZ % o Z• 6 , 3 2'o x2 '0 X 5' `' 7YP'g- a flvt,/4vr Z -- ___r iJ 9J2 So Z,. -7 -w4- Q 74 / 'rs A / '6x3' 2 - _ • 82 83 /760 1, e �/ 'e 8 5 6 3 y G ' . 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Gota°,'rcr = � vbv > C �, t--i L �, �—> _ Zz s A, / f/p/is-e4cy = (/elw )"Z )A) = f-v -- 2 - t' ,5fL) di2ele-7- ) ) O) g,It ry `(/ V °Ivo G!GFAT'" ' lt)• 00 s v, 11-1 2 x a p-r-' io or) a G- ? 4,417E edacwa,,iy Zs, " 8 4 x Dv o /vs/ ZY 1 DIVISION: BY: DATE: r$SSa- 206- 868 -7140 G� ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: OF C1154k rre4m)i6- ✓rr- /d /Avg- T,'" i- vont/6- / g a p P a r ? - U 2 7 2- Z)c / Z-, TV ft4 2T ei-,/ To e 'oss. 77r C,tYC2i �f(. — 2xc dgo S.t 7-7 k' L° Ali "et 0, c4'2 /e/M" = 3 '')C '/, r = 13 , r- -4" "L5-12' *) cg, Ai 0 irec/ / A-, " , o Zx o c74 .rr -r7h: C/ ) 47,( g(t' /‘( fa eCt/irt -/ J G- e4 ", -i SO It- Cf J 77 4Lf 1! DIVISION: BY: DATE: P �DO` 206 -868 -714 ENGINEERS, DESIGNERS i CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 31 OF )im /d,24311 t)& ,4r yww� ��� C_. "frio c ) /h9 3 11—=-- 7 1-3—ye.._ )27 F Zx �--_ /77 e 3) V 7g. 13 ?v ( •_) ,4- 2y. - r 4 N 0 ,oaf /3 .S L O riii ,W / 77/E Gbh / 6rg ! C/ k.: /9T gti"y+2 7i) eR&t/ 3 9 = 26 Y N� G2kf�fiNC DIVISION: BY: DATE: 206 -868 -7140 ENGINEERS, DESIGNERS 1. CONSTRUCTION MANAGERS 2820 234th PLACE NE JOB TITLE: JOB NUMBER: SHEET: r� OF REDMOND, WASHINGTON 98053 m? J i -OO G•/2 tglZ. r-413 Ceo) 320 Zx /0 J-P 2/4/67— e4 ,c14 = f371-" "rev Rep, 70 z 1 2 ° C " 2r6 o s 2rbo (, L) v-- 7269 ) z 780 36.-7 Z 4-= /lid CJ) ��. y3 70 C -) S 2 - 92. g yes OA-. TO Parr- Go.) &) r T--0‘40104114) TO 2 - 2,c 6-y rea,tiK Ga Gl f yx 8 7o .3-- 7,, 67 fivCr 4 /hof Dl%z12 -7M) ce°,Pzi rY off yx 9 = ,3 x 7. 2-r- k /4 DIVISION: BY: DATE: © 206 - 868 -7140 ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 37 OF l7 C-1! `IDES) L- 17 Cil L -. O 0°SF-- O u L = 70 i°.li / c) e1; - /0304 e (74--18 ) (70 3 1-2r- 7, r') j �6 1- 2 - C -) �- 26 , 24 Au a Ge d �a, //o,8 }r-' ) z) Z /. 7 r 7,> U kti A) 70 y,-7-r1 ///4".' f Z7 m--)1._ ' - �-w 1.7 21—e7, 7r) 981_, r4- DIVISION: BY: DATE: O J off.. 206 -860- -7140 ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 JOB NUMBER: SHEET: 38 OF .Sr°/% _ 7. r yr- 2 2Yr(7,r)7— = -22.7 8 u--Y 2. vr( 7. r) — 9fss z Go Z — Zxu &O C._ Q/,J Sa°J 6" Ors. 8. r6.70 � .: -`�7, r" 29-ZTC(11- Tref ,5'- /6r, )8.3° 9 L) 7-97, f) , ) 2 �'r v eft + 173 ae, DIVISION: BY: DATE: ,Q► 't moo` 206 - 868 -7140 ENGINEERS, DESIGNERS ; CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: Ti OF ■ n TO/ s -- im —o Gcr� /,,33('7v) 9.r,/ 91'L 1 qy� .1 )' /2,2.7 v a Gt) G_ ---4!t- 2 2 X 8 .s' /./ y � ,0. g71-" /5- It4/ ( G!% / /fit y ' Y ?arc's" « of 'I G.K•4 l Y2 DIVISION: BY: zo /�, s;o /Kr 0 /6'J .u/t Lr /Ai act WC_ Gvi e?t-ai2 L ZC / y)- C4z.1 -7-0 _ r,rCze) -- 7i—Czy) — Z 0-9) = — ma c.) G 0 Ect, 0' yx Y A/ 0 7t / 7o.r:-- ,1T 6 ' ,�x�.� M,: DATE: 206- 868 -7140 ENGINEERS, DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: .90 OF /vc' et9J r . •) 6- %/'fre. M 34 ?-t—) his /z� 9 °> /5 ,r C '' v 97,/ 6--t Wi -, , f Peo< 9 x.. Y mar DIVISION: BY: DATE: olos 206- 868 -7140 ENGINEERS, DESIGNERS I. CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 9/ OF S/ rJrc 4) AA, /�i�/�� 'est& .7A"/% - ripe% z 2 x C .Pivf" (t-0 324._ 0177 ) / ) 7-O m -- 20d (6) 2 zduai .54) 8 87r /icary 70 , .4a,f. -r e.0 .1-r- ow sov y' DIVISION: � BYs ------000** 031.1off► DATE: GO ENGINEERS, DESIGNERS t CONSTRUCTION MANAGERS 206 - 868 -7140 2820 234th PLACE NE REDMOND. WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 9Z.. OF S 4 a.) v/14 C— G! ei° °ei< y1.c u, cc.,/ eu I 4P-,r'; (ZT--"*./ v ) (3 2 rn.7 )'Y 7.1y6 y� X12•' 07) 61:ds"' 9z:1-- 32s4:3) 63-4 DIVISION: BY: DATE: 206- 868 -7140 ENGINEERS. DESIGNERS & CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 JOB TITLE: JOB NUMBER: SHEET: 93 OF Sir N /2t e_ 41712 4-_ ,W 4-yo s / -To yx y •/re r, row s,(.7 Gc) AY 1P6 • yxy ve60 Oir C CAA mot= 1/9‘7).- 2y2 v-e V9t /sr 4.0 t/ y /no m r- rte--" -r- /red cer- 0,2.)(7,0)0,000r) - 7-(A /7) (i.r)(', —) = / f ;t, Y9 raj 3y,? fir' for sih n - 4-6 a /P4r74) ;cic. 3, o 6 r, -?.016 -74- I y302 %C8 > 7/, 64 DIVISION: �sp1� JOB TITLE: BY: , ,v0 206 -868 -7140 DATE: ,O i � ENGINEERS, DESIGNERS t CONSTRUCTION HANAGERS 2820 234th PLACE NE REDMOND, WASHINGTON 98053 e= JOB NUMBER: SHEET: 4 OF 2N �vr��� T�Cr P/ c 1 J 6_ 0 ' 7-2-1--(//) yr 7©(r, 07) V 3 3_5.,, - 311--C 7? '�. --- 7, to c` C / Z) / .�_�.► mac.. 13 el ,vL ,2/r) DIVISION: BY: DATE: O 206 -868 -7140 ENGINEERS, DESIGNERS S CONSTRUCTION MANAGERS 2820 234th PLACE NE REDMOND. WASHINGTON 88053 JOB TITLE: JOB NUMBER: SHEET: lr OF v"" WATTSUN 5.4 1991 It STATE ENERGY CODE COMPLIAr E REPORT FILE: C:\ \SOFTWARE \ \WATTSUN \ \REFERENC.WS 11/22/93 HOUSE ID: Site: EFR (206)725 -7111 Homeowner: Builder: Analyst: Fitzpatrick,John Jurisdiction: CITY OF TUKWILA Utility: SEATTLE CITY LIGHT House Type: Floor Area: Weather Data: Climate Zone: Single Family 2023 ft2 P. Cii1VED CRY OF TUKWILA Seattle, WA DEC 2 8 1993 PERMIT CENTER 1 1 The PROPOSED design DOES NOT COMPLY with 1991 WA State Energy Code. i COMPONENT PERFORMANCE 1 ENERGY BUDGET REFERENCE 328 3.92 PROPOSED 686 Btu /hr -F 9.18 kWh /ft2 -yr Component Reference Value X Area = UA Floor Glazing @15% AG Wall Ceiling, Vault Infiltration U -0.029 U -0.400 U -0.058 U -0.034 .350 1472 42.7 303.5 121.4 1840 106.7 1688 57.4 18769ft3( 120.2) Reference U 328 PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA Floor Glazing @32% Doors AG Wall Ceiling Infiltration Struc Mass Ril unvented Joist 16oc 2G1 Alum 1/2" w /Ar NO DOOR R11 STD Lap Wood R30 batt Vault vented 2x12 16oc Current Practice Light Frame, Sheetrock walls U -0.053 U -0.650 U -0.000 U -0.088 U -0.034 ACH -0.400 1472 78.0 644.0 418.6 0.0 0.0 1499 131.9 1688 57.4 18769ft3 (137.4) Proposed UA 686 M- 3.000 2023 6069 Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 WATTSUN 5.4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 11/22/93 FILE: C: \\ SOFTWARE \ \WATTSUN \ \REFERENC.WS HOUSE ID: HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size: Average Annual. Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED Electric: Zoned 100 % 100 % 0.60 39248 Btu /hr 39248 Btu /hr.. 17.0 kW (150 %) 26928 kWh $ 1481 Discrete Spot & Whole House NONE 0.0 (Unducted) 44632 Btu /hr 5.2 tons( @125 %) * ** kWh /yr Partially Shaded GLAZING ORIENTATION PROPOSED South 161.0ft2 Southeast : East • 161.0 Northeast : PROPOSED North 161.0ft2 Northwest : West 161.0 Southwest : Economic and energy con ,,ption estimates are desig purposes only. Actual It for heating will vary d conditions, occupant lifestyle and other factors. for comparative ending on weather WATTSUN 5.4 1991 STATE ENERGY CODE COMPLIA( E REPORT 11/22/93 FILE: C:\ \SOFTWARE \ \WATTSUN \ \LINDAL.WS HOUSE ID: Site: 4302 SO. 104TH PLACE SEATTLE, WA 98178 (206)725 -7111 Homeowner: LINDAL CEDAR HOMES 4302 S0. 104 th PLACE (206)725 -7111 Builder: LINDAL CEDAR HOMES 4302 SO. 104TH PLACE (206)725 -7111 Analyst: Fitzpatrick,John Jurisdiction: CITY OF TUKWILA Utility: SEATTLE CITY LIGHT House Type: Single Family Floor Area: 2023 ft2 RECEIVE CITY OF TUKWIA.A Weather Data: Seattle, WA_ EC 2 8 1993 1 Climate Zone: 1 PERMIT CENTER The PROPOSED design DOES NOT COMPLY with 1991 WA State Energy Code. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE 340 4.12 PROPOSED 549 Btu /hr -F 5.72 kWh /ft2 -yr Component Reference Value X Floor Glazing @15% AG Wall Ceiling, Vault Infiltration U -0.029 U -0.400 U -0.058 U -0.034 .350 Area = UA 1472 42.7 303.5 121.4 2051 118.9 1688 57.4 18769ft3( 120.2) Reference 340 PROPOSEIZDESIGN COMPONENTS_ Component Description Value X Area = UA Floor R19 unvented Joist 16oc Glazing @45% * *20L WOOD 1/2" W /LOW -E AR TESTED * *2GL WOOD 1/2" W /LOW EA SKYWALL * *2 GL MAYWOOD PATIO 4 SEASONS LOWEA * *2GL WOOD GL DRS 1/2" EA TESTED * *2GL WOOD 1 /2 "EA STORE DR. * *2GL WOOD 1/2" EA SUNROOM Doors NO DOOR U -0.040 U -0.340 U -0.400 U -0.390 U -0.450 U -0.450 U -0.400 U -0.000 1472 58.9 322.8 109.8 204.1 81.6 66.7 26.0 75.6 34.0 21.3 9.6 229.8 91.9 0.0 0.0 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 WATTSUN 5.4 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 11/22/93 FILE: C:\ \SOFTWARE \ \WATTSUN \ \LINDAL.WS HOUSE ID: AG Wall Ceiling Infiltration Struc Mass R21 STD Lap Wood R30 batt Vault vented 2x12 24oc Advanced Air Sealing w /NHRV Light Frame, Sheetrock walls U -0.057 U -0.033 ACH -0.300 1434 81.7 1688 55.7 18769ft3 (103.0) Proposed UA 549 M- 3.000 2023 6069 HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size: Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size( %Over): Annual Cool Requirement: Solar Access: PROPOSED Electric: Zoned 100 % 100 % 0.60 33235 Btu /hr 33235 Btu /hr 14.5 kW (150 %) 16779 kWh $ 923 Discrete Spot & Whole House NONE 0.0 (Unducted) 69498 Btu /hr 8.0 tons( @125 %) * ** kWh /yr Partially Shaded GLAZING ORIENTATION PROPOSED f South : 253.6ft2NNV Southeast : East : .. 258.9 Northeast : PROPOSED North 66.2ft2 Northwest : West 341.7 Southwest : WATTSUN 5.4 COMPONENT CHECKLIST 11/22/93 FILE: C:\ \SOFTWARE \ \WATTSUN \ \LINDAL.WS HOUSE ID: Name: LINDAL CEDAR HOMES Floor Area: 2023 ft2 Address: 4302 SO. 104TH PLACE Heating Type: Electric: Zoned Reference: 1991 WA State Energy Code FRAMING INSPECTION Approved plans: Are available onsite Air leakage: Soleplate is caulked or glued to subfloor. Rim joists between stories are caulked /sealed. All holes in building envelope (i.e. exterior ceilings, walls, and floors) are caulked /sealed, including all electrical, plumbing, and HVAC penetrations. Outlets, switch boxes and recessed fixtures on exterior walls are caulked /sealed with approved sealant, or have foam face gaskets installed. Any recessed lights are IC rated, air tight, and sealed to the ceiling sheetrock. Wall framing: Net wall area: 1434 ft2 Standard framing with studs spaced 16" o.c. Structural panels: All structural sheathing is stamped "Exposure I" or "Exterior ". Windows: (2GL WOOD 1/2" W /LOW -E AR TESTED (2GL WOOD 1/2" W /LOW EA SKYWALL (2 GL MAYWOOD PATIO 4 SEASONS LOWEA (20L WOOD GL DRS 1/2" EA TESTED (2GL WOOD 1 /2 "EA STORE DR. (2GL WOOD 1/2" EA SUNROOM Windows are installed as shown on the approved plans. opening around windows and doors is caulked /sealed. 322.8 ft2) 204.1 ft2) 66.7 ft2) 75.6 ft2) 21.3 ft2) 229.8 ft2) The rough Exhaust fans, spot ventilation: Bathroom fans are 50 CFM, kitchen fans are 100 CFM. Fan ducting has minimal bends and terminates outside of the building. The whole house exhaust fan is between 50 and 75 CFM. The whole house fan is rated at 1.5 sones or less (unless remotely located). INSULATION INSPECTION Wall insulation: Page 1 . WATTSUN 5.4 COMPONENT CHECKLIST 11/22/93 FILE: C:\ \SOFTWARE \ \WATTSUN \ \LINDAL.WS HOUSE ID: (R21 STD Lap Wood 1434.0 ft2) Insulation fills all exterior wall cavities. It is not compressed and is cut to fit around wires, pipes, and outlet boxes. Recessed fixtures in exterior walls have at least R -5 insulation behind them. Vaulted ceiling: (R30 batt Vault vented 2x12 24oc 1688.0 ft2) Insulation is installed to the manufacturer's recommended density and coverage without compression. Ducts: (Supply Ducts: Unvented crawlspace R11 314.2 ft2) (Return Ducts: Unvented crawlspace R11 175.9 ft2) All HVAC ducts installed outside the heated, habitable space are sealed at joints, corners, and boots, and insulated to the specified value. Vapor retarder: 1.0 perm or less vapor retarder (e.g. poly, kraft paper, perm rated paint) is installed on the warm side of insulation in floors, ceilings and walls. A 0.5 perm vapor barrier is installed on all vaulted ceilings. Air sealing: A continuous air barrier is installed over the entire inside surface of exterior ceilings, walls, and floors. Recessed lights: ( r Any recessed light fixtures in the thermal envelope are certified under ASTM E -283 and labeled showing compliance, or are sealed around the exterior to be air tight. FINAL INSPECTION Crawl space moisture barrier: A six mil black polyethelene ground cover is installed on crawlspace floor. Floor Insulation: (R19 unvented Joist 16oc 1472.0 ft2) Insulation is supported in a permanent manner without compression. Crawlspace ventilation: Less than 4.9 Ft2 of net free ventilation is provided in the unvented crawlspace. Pipe insulation: All water pipes in unheated spaces are insulated to R-3. Hot water: Page 2 WATTSUN 5.4 COMPONENT CHECKLIST 11/22/93 FILE: C:\ \SOFTWARE \ \WATTSUN \ \LINDAL.WS HOUSE ID: Electric water heater labeled as meeting ASHRAE Standard 90A -1980 or 1987 NAECA. Tank has R -10 non - compressible pad underneath if located over slab or in unconditioned space. Shower heads allow a maximum flow rate of 3.0 gallons per minute. Heating system: Electric: Zoned The heating system does not exceed: 0.0 kW. Ventilation: The ventilation system has been checked for proper operation. If designed for intermittent operation, the system is controlled automatically by a time -of -day timer set to run for a minumum of eight hours per day. If designed for continuous operation, the system is directly wired to a dedicated . circuit in the electrical panel. Make -up air: Ports or registers supplying outside air in the quantity of 10 CFM are located in each bedroom and the main living area. Radon monitor: Radon monitor supplied to residents. Exhaust duct insulation: All exhaust ducts in unheated spaces are insulated to R4. WATTSUN 5.4 PROPOSED /COMPARISON REPORT 11/22/93 FILE: C:\ \SOFTWARE \ \WATTSUN \ \LINDAL.WS HOUSE ID: Site Address: City, St Zip: Homeowner: Builder: Weather Data: Climate Zone: 4302 S0. 104TH PLACE SEATTLE, WA 98178 LINDAL CEDAR HOMES LINDAL CEDAR HOMES Analyst: Fitzpatrick,John Jurisdiction: CITY OF TUKWILA Utility: SEATTLE CITY LIGHT House Type: Single Family Seattle, WA Comparison File: 1 Heated Floor Area: 2023 ft2 The PROPOSED design DOES NOT COMPLY with 1991 WA State Energy Code. REFERENCE PROPOSED COMPARISON COMPONENT PERFORMANCE 340 549 * ** BTU /hr -F ENERGY BUDGET 4.12 5.72/ * ** kWh /ft2 -yr 1. PROPOSED DESIGN COMPONENTS Component Description Value Floor R19 unv( ed Joist 16oc ( -0.040 Glazing @45% * *2GL WOOD 1/2" W /LOW-E AR TESTED U -0.340 * *2GL WOOD 1/2" W /LOW EA SKYWALL U -0.400 * *2. GL MAYWOOD PATIO 4 SEASONS LOWEA U -0.390 * *2GL WOOD GL DRS 1/2" EA TESTED U -0.450 * *2GL WOOD 1 /2 "EA STORE DR. U -0.450 * *20L WOOD 1/2" EA SUNROOM U -0.400 Doors NO DOOR U -0.000 AG Wall R21 STD Lap Wood U -0.057 Ceiling R30 batt Vault vented 2x12 24oc U -0.033 Infiltration Advanced Air Sealing w /NHRV ACH -0.300 X Area = UA 1472 322.8 204.1 66.7 75.6 21.3 229.8 0.0 58.9 109.8 81.6 26.0 34.0 9.6 91.9 0.0 1434 81.7 1688 55.7 18769ft3 (103.0) Proposed UA Struc Mass Light Frame, Sheetrock walls M- 3.000 2023 549 6069 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Part Parte, 1 WATTSUN 5.4 PROPOSED /COMPARISON REPORT 11/22/93 FILE: C:\ \SOFTWARE \ \WATTSUN \ \LINDAL.WS HOUSE ID: HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: System Efficiency: Modified Efficiency: Design ACH: Design Load(at 44F dt): Total Load: System Size: Average Annual Heat: Annual Cost: Ventilation System: Cooling System: SEER: Cooling Load(at 4F dt): System Size(%Over): Annual Cool Requirement: Solar Access: PROPOSED Electric: Zoned 100 % 100 % 0.60 33235 Btu /hr 33235 Btu /hr 14.5 kW (150 %) 16779 kWh $ 923 Discrete Spot & Whole House NONE 0.0 (Unducted) 69498 Btu /hr 8.0 tons( @125 %) * ** kWh /yr Partially Shaded GLAZING ORIENTATION PROPOSED South : 253.6ft2 Southeast : East 258.9 Northeast : North Northwest : West Southwest PROPOSED 66.2ft2 341.7 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 2 WINDOWS pie 0 GP WI puACIaeTION - P,tivPuulcntww MANp4CT111ER 831 243/16134.29 /32" WOOD FRAMIE:FIXED L.C.H. PEACH TREE 844 3143/16"x314515/33" WOOD FRAME:FIXED H. LOW. PEACH TREE 843 51•0s/8 "494211/32" WOOD FRAMEPIXED L.C.W. 614CP DOOR 846 D' -0.9/8'k1'•e.D/1ai" WOOD FRAME,FIXED 1.c.H. SHOP DOOR 841 5' -03/8 "x3'a.1e/32" WOOD F*aiaflXED L C.W. SWOP DOOR 848 21-6.9/14 ,43.-3.25/33" WOOD R2AM ERIXEi L.C.W. a 0C14LAGE 849 2' -0S/16153'+19/32" WOOD FR4P 1 FI) ED 1..C.14. SCHLAGE 124 850 3'- 63/16'kl'4D/16" • WOOD RZAMOPIXED L.C.W. 129 13/4 "x2'4'5(6' -8" 051 5' -0.3 /81(I144/I6" 14000 FRAMEAWNMG L.C.W. soup CARE RE) OAK 9 603 2'-63/16'kI'- e.5 /16" WOOD FRAME,AWNIN4 L.G.M. 29 • 835 2'- 63/tb5S 4.11/92" WOOD FRAMECABEMENT LEFT L.C.W. 4 856 2'•63 /I6' i3'' .19/92" WOOD FRAME:CASEMENT RIGHT L.C.W. 851 1- 63/161d4.15/I6" WOOD FRAME,JALOUSIE L.C.W. 858 2'463/1654'43.15 /32" WOOD PRA•E,JALAJSIE LC.W. 69e 24.9/16 "x5.9.29/92" WOOD FRAMEhIALOUSIE L.G.W. 864 2'-6.3/t6"0.0.1/922" WOOD FRAMEFIXED 1.4.14. 805 2'- 0.9/1WW4.29/32" WOOD FRAMECASEMENT LEFT L.G.F. 806 2143/16"x114.74/32" WOOD FRAME,GASEMENT RIGHT L.C.W. 861 D' -03/S "x1b1 /32" WOOD FRAMEE#TXED LC414. mainRIOR DOERS PMTS 113 OE'BCRPTION MANp4CT111ER I•IA DWARB '101 13/41501-05(61-8" DIAMOND-LITE PEACH TREE °CWLAGE 108 I3/45G- 8"x6' -8" DIAMOND-LITE PEACH TREE 8C4LACE 120-SDI 13/4'9'-61x61$" HEM -FIR FULL LITE STOREDOOR 614CP DOOR SCWLAGE 120 -022 13/4'92:0 "x6' -8" HEM-FIR FULL LITE STOREDOOR SHOP DOOR BCHLAGE 1204D3 13 /4'93' -0'96'$" HEMI.FIR FULL LITE STOREDOOR SWOP DOOR SOILAGE 172 13/4 "x3' -0"x6' -8" SOLID CORE RED OAK BHOP DOOR 0C14LAGE 123 13/4192- 5 "x6' -8" SOLID CORE RED OAK SWOP DOOR SCHLAGE 124 13/4"x31•0"x6143" RASED PANE- PEACH TREE SCWLAGE 129 13/4 "x2'4'5(6' -8" RAISED PANEL PEACH TREE SCHLAGE ELDSYi GLASS Dolma soup CARE RE) OAK 9 PAIR 0 • 613 PMT • 813 aS ?MIRAGES 115W 9.o'961•I0.I/2' WOOD FRAME WINDOW VISIONS Tr6W 6' 0"x6'- IO.I/2" 14000 FRAME WINDOW v181ONS 1TiW 8' -0"x61- 10.1/2" WOOD FRAME WINDOW VISIONS _• as ansa 8CHLAGE PAIR 0 • 613 OBEGRIPRON M4%.AGi IRER Ii4Rp•Iy� TER- 5'O "x6'- 8.1/2" WOOD eRAME•FULL LIGHT LEFT MAYWOOD �'LI ere 11✓FR 5' -0'96' -8.I/2" WOOD FRAMEAULL LIGHT RIGHT MAYWOOD GCI4LAGE 116FL 6-0"x6'43.V2" WOOD FRAME.4:LJLL LIGHT LEFT MAYWOOD 8CHLAGE TI - GER - - 6' -0"xb'- B.I/2" WOOD FRAME-FULL LIGHT RIGHT MAYWOOD 8Ci1L4GE PMT • • WE PART • 11GiiP11! Pr 831 11.08 05I HARGWAIB '129 13/8 "x3' -0"x6' 43" 853 • SOLID CORE RED OAK 163 S44CP DOOR SCMLAGE 130 13 /8'92' -S "x6'4" 856 5486 SOLID CORE RED OAK 11.88 BHOP DOOR 801LAC 131 13/8 "a4"x6'43" • 932 SOLID CORE RED OAK 356 SWOP DOOR SOILAGE 132 13/8 "4- 4"x6' -8" 32.92 - SOLID CORE RED OAK ' SWOP DOOR BCWLAGE 133 13 /8 " ",Q1-0 "x6' -B" 21 • SOLID CORE R OAK RED . ' SWOP DOOR $CHLA�SE 134 V3/8'k1'•8 "x6ee" 2•, • soup CARE RE) OAK 9 BWOP DOOR 1304LAGE 28 s 29 • 30 • pei/LSIONS PART • • 912 21.65(6143" 913 914 3'-056'48" 49.LOW CORE RED OAK 140I.L0W CORE IUD OAK HOLLOW CORE RED 04K RAMPAGES SHOP DOOR SHOP DOOR 9'l! 4'-0 "x6'43" i4OLLOW CORE RED OAK 916 ' 5' -0"x6' -8" 911 6' -0"x6143" 4/12 GABLES PLAT PROW PART • 641 842 843 846 ▪ 841 401.10W CORE RED OAK CORE RED OAK PROW PROW PART • • 844 860 861 862 ' 863 12/12 GABLES RAT FRONT PART0 831 • 832 839 834 843 841 PROW PROW PMT • 835 896 831 838 839, 844 845 846 841 866 I j. SiaOP DOOR SHOP DOOR SWOP DOOR SWOP DOOR ate/ ,UAL AREA i • PART • MAASS PO t PART • 11GiiP11! Pr 831 11.08 05I 5.45 849 24.14 1 853 2.39 846 163 895 526 • 841 1621 856 5486 848 11.88 864 15.19 849 1.11 869 932 1390 356 866 932 lb 861 32.92 - 18 115 333 TEASES OPEN iir T•THERMAL M•EAT MIRROR E•LOW E X•TEMPERED A -ARGON GAS 143REATWER TUBES A•METAL INSULATED PIOX:UG FIR ccED 4R &TILE 4 RAL. D•DaeLE DOORS FLOW E tl•O6o SAN DOOIr TaTiERMAL MEAT MIRROR E•LOw E A•ARGON GAS te.EATHER Tine INTERIM DOORS SRa9OLID CORE RED OAK R•WOLLOW CORE RED 0Att O•EDAR 8111E 4 RAIL X•POCKET DOORS IlleCtE Doan i& cP•CEDAR btllj 4 RAIL ATR11M DOORS TONERMAL M•eEAT MIRROR FLOW E &"ARGON GAD •'BREATFBt TUBES 1. GENERAL NOTES Ar All construction Nall Corona t0 local codes and ordr1/1gp AND TO THE UDC., 1901 EDITION. @. petals and rotes Mom an this Meet es typical ad MAN apply unle• tithe Mats sous or /fated Derr on co wsu@Nan not iuly shown shall be or the •ally nature as those Mom for Molar conditions. The convector Mall be raapomble for varying all dimension*, elevations, property floats and other Sated Items an this ,orb. • C. It 11 the contractor: esporrblllty to carry with 111 pertinent Oeetlone, as try /ropy to this project, of the IConeuuctIOn Safety Orders 'satd by the stale In katlah commotion a title place and all 0014A requirements Lima Cedar Homes doses rot accept Cry r sporebnty fa the contractors Lan to comply with these r corerlents. D. The contrracta Man be responsble ►a the meat* Omen and oom nictron of all forma brace ad s)aMe required. The contractor s1Wl provide alms* stays and bracUe o1 all honing until all ennui of clay? have been tccrpaat d Into the project. The conveeta shall be r•sporebl• to have shop awing. proposed pa to Ialatcatton for •w prefabricated material* of comtructlat °hop Own. shall serve to derentrat• the ccntraotors understanding) of the craw concept, by Indlcalre the wisterias he rends to furnlah and install and by detainee the febXtcat,on and method or installation . Contractor shall submit all shop chantey Ion review by Ladd cedar wares and shorn Maaporate any cairn Into the drawees before fabrication. Contractor areas that shop dawle, processed by LIndal Gear Wares se not change cedes. E. In crawl •paces, maintain • mininim of 16" cIsn, e• war floor Joists and it under ben ed ears . P. Indlvidaal concrete piss shall project at least 6" above exposed gourd unless the post Is vested a wood of natural rattance to decay. G. All wood, InoydMng posts within 6" of gourd Null be pressure treated or Peundstlon gads seer or rectuood. 14. errs" - rise 4" stn. and 8" flat, run 9" sTr, h eactoom 648" min., width 36" sin. 1. Er/ebbed spree order stars Mill be one hoar construction. J. Stairway with 4 or rare steps require • hard rail 30" to 34" Bove treed rosin . modem supplied by others. K. Coma orals and piling between groge ant aware and any oth e. Braga wall If atoporurng a feet over the rage Muss have 5/6" type x gypsum wall bard on Or seise made. A min. aP a 1- 3/4" tlgtt More *Mid core On with Mtn closer r reared between this grace and sterna L. Colamw, poets and beams atpppllng a second story over • gales shall be protected with ob hour conetnetton. M. Appliances Installed to prase generating a spolk sew or /lane siren be located I8" above the Mow. N. Bath ad I&Ntty room respire operable windows egad to 1120th or the floor area with • mrnwum 1.5 sq. rt. or n•NaaralsM ventilation. 0. t•nperad glass she be prevrdea at all hexrdow beatbm. P. Receptacle Outlet* Mail be Metalled at 12 -0" o.c. flupdeut and on any wall 24" w wider. M kitchen end dining nor counters wider them 12" require a receptacle outlet. Q. All receptble Outlets installed autdoars Man be In • wesuwproot saloon as hove approved geund Nutt Harr Is circuit (CFI) protection Once such exterior cutlet Ins requaect R. Provide GP protection for receptacles In bathrooms ad grage. GFI protscttoe a also requa d for non dedicated counter receptacle' within 6-0" or the kitchen alt. A r Iran a Leber is KD 02 1 bv. SPP (spruce, pr. PW B. 4" harire labor a 02 4 btr. Omegas fr. C. Mtn noes abtlocr a 3/4" t4 • AP4 rated 6turd4.Ploor u derlyenern 8a plowed. • D. Wall sheathing a V2" CDX plywood Index 92\16. E. cone sad posts re an Deug• /a. P. Expa.•d posts are DP g)a annulled. conbntbn era 1113. 0. Exterior iodine r• KD 1x6. tight knot, mug, aeon TWA ceder. applied vertically. a. breath /need be car beveled cedar a evallble b. Rauejt *tun ICS TK beveled costa a evallble. W. Loft floor is *elect Eracy Sap 2106 daby The dacking Waco rleynnent le ur CCX plynaooet: index 2410. 1. moor aheathlrg a ur cox plywood ream 32V6. J. Root and loft flow bears se OP/DP horaontal gla• staaesd, carbinaiIOn symbol 24P-v4 (Fb • 2400). Been whale per plot. 0.3x1/6 "x9" R • 34/8" x 104&" 14 .34/8 "xq" X • awe" x 13.1/r Y• &V8 "n 15" XX • 3-V6" x 13-1/? YY • 64/6" x15" 1. an ALARM Wrenn K. POs' base Se KO 03 4 PV. $PP. Scheday per plan. •41s13x10 0481.2m 240111•2•3xl0 bulk tp 2.•451.2. 3 n 10 bulk tap L.Mar lau deck Asti is0124bV. emir /a2xs,Dyer Oa are AleIrlteee a treated 63 4 btr. heaMr. M. EtAsrter rink niter 1• tK em t 3 n 4, t3 x 6 a cpttoa0 altaatkutlen is a LM4al'a •puon. •pal IcMI A sham ray very dot to •vallbnity a cotters punts PLANS LAKE PRECEDENCE E4alwlent or highs apeesneemem• Illy be aMbatituted e► nmc•yey 3. ccwCRIME A. Concrete Chan atom • 26 dei sea a Plc Coo pal min Ma shall canton rot lea than 5 sacks come* per ebb yrd eel not sore than 140 ea a water pr sack a carat. Inmslnlm slop Chen be 4" aggegate Ore awl be eowpatble With pawns panne s d IMWNne collations. 15. An cs,tr• Man coNonn With rega eneu d the latest adman of the A 4 code. C. Reran all debris ham fanny bolas pourle ey concrete. No wood spreads* er mod stakes Mel be used In era, to be carded. D. Comtnietlon plea OWN be made rough ad all aurae removed from surface. Cacao ray be ragweed by cttping the entire aartsa sand bWtre or hare the ernrre arra e 4 to 6 han Ote the par with • fns Mar spray. E. Concrete wia piers or cola eh. nt N least 2 fours t before In bears 'peat, or Mb, supported there P. All franerak she roman n pace fa the prlad• of time specified M the ACE code a • sMhteL G. All Concrete Mal be and by an approved method. W. Ponau II ACI recon riencatba for play and aura c ancret• der hot a cold weather orators 1. Convector MO be retporeble fa overawe • plan tndtcataae the Watson d cannel joints n all albs on gads. Control joints Malt be forced by Burke "Cold-Key Johns" a Si approved equal. J. ALL REINFORCING STEEL SHALL BE A6TM A-615, GRADE 60 (Pip • 60 <84) MNIPUI CONCRETE COVERAGE' AGAINST EARTH 3" De•OSED TO I.eATi•lpt 1.1/2" 4. BUILDER TIPS A. Plywood should be tretalled with V6" spacing at all end ad edge Joints urges tsa rye indicated by panel inauraetv�r. B. Also stager end joints when tntallWe plywood paler. C. Provide teepee I r tatlon aid use gourd Cover vapor race M crawl space. Parr rust be dy before astalfag tamed hoer. D. Where uaag a gibed Poor system tread �raoe give to lay only 1 a 2 pacts a • ere, To nerd the pore roll be fray et ptaeenty seared to jaw edp• oft eater, eat and d•bra before appyie to f: c APpy glee (boat 1/4�es d sea den s aOnttraaotam Itraat or n • arum to g1ie all TAG Joao. a preed gull n join. Avoid scpeezeout by applying • thin ore line fbpl� vet col joists P. Corplet• an NIIIre a each peel before the gtm mu or skins ova. Cheek ea auna►aewu►'• r•Cerra ndatiore 1or atlem Sole tent. Ramerba warm weather maltates gbe setae G. Cathodal callings an be prate to moron p•ebym If not consent d awry. Dung coevuctton • vapor retard,. wet be /polled to the wswrnwbdar Ode of the prulttton. Proper talalatIon or the trMulation lees an alpaca below the Insulation and the roof deck for venitlalia To be et vela the anpar;• Cart hoe vent opa ir. a both gibe ridge AIM the save. W. Caned-al amine wrubuon bait• fk between the ante rifles. Care MtJSt be taken therm talkie so the belts r• man /tank with the lose P et the r to rants I noper ar'spaes - R I. Cedar *beg stet be allowed to aealhrt• to It'• emvnon ental •rroudrea before Netalre. See prodact end cape for tastnustlesaa. I J. With careful pampas joints M the Odra Dana be mIrntzstt Ware jok' a tear we • 30 drew at ,pot. K. Whenever parable N tear *Were Mn 4d be beat coated se Al end Rain Moak. be Mcrae* cleated lash fotah 4 AS *papa suet receive • them. coal a Noah before retatalten. .p M. De rot cat holes, notch •r cat Into beams w pats unless detailed on p q,. A. PROVIDE A FIRE ALARM sT&NEM N ACGOIICANCE taint TUn 411,* ORDINANCE NO. 164* 4 THE UNRCRM PINE COOS, Me ED, B. PANEL SHALL PROVIDE POW! ANO NICM AND TRANSMIT PIKE ALARM, $4GNALE INSTALL IN vEW OP MAINS/Mt C. PROve• HvAC DUCT DETECTORS. D. AUDIBLE ALARM DEVICES SHALL PROVIDE 60 O1A At ALL BUILDING LOCATIONS. • E. wirer SWAG, en MOWTONED WY A IL LISTED COMPANY APPROVED BY The CITY OP TuKMt A P. OE$IGN INCL11NG PL&N& ELEVATION DIAGRAM, OPBGS. Atli WRING DIAGRAM SHALL BB &OMIT= Ale APPROVED Sr Tit TIICU.NL * PIPS PNSV 4TION BUREAU. • DATE NtVISIOIM SY SCALE FILL 6. NAILING Neal All rake should follow Chart below unless othrw ss spealrred on plans. CONNECTION NAILING (9 1. Joist to •III or Odor, toenail Sod 2. Be agii to ,orb and each erd 24d i. 10 nib' subtle., or less to each joist, face rail 240 4. War than 1" x 4• Sofbo► to each joist. faa• NII 34d S. 3" •ubfbo► to joist or girder, blind and face NMI 2460 6, Sole pate to ,joist a blacking fau Nil leaf tD 16" 0.0. 1, Top piste to stud end nail 2.*d O. Stud to sole plat• 440 toenail or 2" lid lend nail S. Double stud4 face nen led 0 24" oa. 10. Cabled tap peak fee nen led a *" oa. 11. Top plates, laps 4 IMers•ctlat4, face net 2.I6d G Conunaals header, two pieces ISd ID 16" sae each edge 13. Centre ,pats to plate, toenail 34d 14. Cantatas header to mutt toenail 44d 16. Canna jOata, lips over partitions, face NM 5ISd 16. Ce11Ie JOMt• to peat rafter, face NII 5I6d It Ratter to pats toenail 3-Id 16. 1" brace to each and and plate, five all 34d IS. 1" it 6" .hsalhire a les to each betas face me 24d 20. Wide than 11h 6" sheathing to each bearing, face nail 344 21. Ma tp carer stud, 560 0 24" oa. 2?. Burk up gales and berm 2Ad t it o.c. N top and bottom st4g0r•d 2.20d a ends and at each •plle• 23 r plarlllm 2.164 at each bearing 24. Plywood ad particleboard (5) Gubfba, roof Cod Cast Ow/thing to /rape 1/2" and lea eel 0) 10\92" -9/4" ed(3)a Sod (4) 118" - 1" Sod (4) 1.1/8" - 1 -1/4" 10d (3) or Sd (4) 75. Panel siding to haute In" er lea 60 (b) 60 (6) 26. Pb.'boad N nik$g (1) 112" No. 11 gas (8) Sod (3) NO. I6 gt. (0) 76/113" No. 11 ga. (8) NV: gL (9) (0 Common or box Nna may be used except whore eosin mated. 0) Cors an a erred shirk. (9) Conran. (4) Defenreel Meet. OE Nair ,parsed at 6" as N edges, 12" intraledrate agate except 6" at all supporta Mee spans are 40" or mat. Nair for will Otalhirng ray be operator box or cam . (6) Caromrohnnimat Wire a core nails. (1) Patents spaced 3' o,a at exterior edges and V oa. it trawinedlate supports. • (8) Carp.fonraatrn► roofing row with 1/16" clarets head and Was length for 1/2" shesthJn ad 1 -3/4" for 76/32" ~hire t0) Cr alt r-r.*atem stapes with ratan 1/56" rat cram ad I-v6 teeth for I/2' Meathrrag se! 1.14" length fee 29/32" 6. COMM* ABBREVIATIONS • A. N.I.G.• rot n convect B. PA.l frame Nock (A roc stated Nee, Cedar Rare wsdau, Owe Undo Cede Homes I• applying weal footage or ceder spew chi whit which the Contraeta' la to Job bulk{ We hare and Obtain local gimlet C. B.U.• to tit up 1- D. NGL' horizontal e4 IarMal•d E. &PP.' spruce pone ft P. DP., Does fir G. P.T.' pare K KTkp•IOOOb 5. BO. by others a R.C, react K. W/ with L 1.4/0 Wltit ut M. O.C. on center N. 0.5. amide • J • :t • 0. O. to o. cut to out i P. NT S. rot to scale • LEGAL DESCRIPTION TWAT PORTION OP ?MI NE 0P TFE •i4 OJARTH! OF SECTION 03 TOM6115e1, 2N, RANGE 04 E KING CA NTY. WASHINGTON. DINED As FOLLOWS: INEGINSNG AT TWIE INInetblICTION OP N LIPS OP NW CLAIM! OP G! GARTER WITH Ti t MARGIN OP IN PATE WAY 8, TFENCS N 66•*srt W ALONG P4 List OP SAID NW QJARlfl 4 Pe GYARTER 416014 PT TO TRUE POINT OP sEaINNINQ TICS) COMMONS N 41644140 14 30.10 PT TO NE MARGIN OP Pe14 anti TWIN • 3643411 S ALONG SAID NI MARGIN 372211 PT TO N MARGIN OP BOEING ACCEGS ROAD 9412a1 N 6344.4* • ALONG SAD P4 MARGIN 15331 PT TO A POINT W416M BEARS S 050142 W PROM TIME POINT OP BEGINNING, THENCE P4 03.0142E 249.1* PT TO MI POINT oP BEGINNING. TAX PARCEL loarSEIN 0329044213.0 CS= BY WS BY OLS APPRCVtD BY DATE 12 NOV MO MSS BUIS TOEIN0 PAGE 'a INDEX ,PALO 1 &ITN PLAN / LANDSCAPING 2 FLOOR PLANS 3 FLOOR OvtELAY PLANS 4 FLOOR ROAMING PLAN 5 *OOP FRAMING PLAN 6 ELIVATIONS 1 0410S6 SECTION 01 4 C-2 6 CR0116 GECtION C4 e CR066 SECTION C.4 / OUR CETAILS to c1E0116 SECTION C-* 4 C-6 II EXTERIOR WALL PRATING 13 PROW WALL DETAILS / GARDEN WINDOW DETAILS 13 GUNROOM& DETAILS 14 • 15 • lb • 11 - 18 1 le • 20 • 1 21 • n • 23 • 24 • 2•, • 26 9 21 • 28 s 29 • 30 • pei/LSIONS • SITE ADDRESS 4300 8oUT4 104th PLACE 6EATTLE, WABWMGTON (38118 PHONE 006) 129 -0tO0 PLANNING DATA ZONING - M1 OCCUPANCY • 194 ( MODEL HOME COMMOTION - TYPE vN • SETBACKS ALL 80E13 - 10 FEET EAT COVERAGE LOT AREA 61332.24 SP. REMOVED MODEL BUILDING 1140 SP. BALCONY 1* DECKS e.6 TOTAL 23'ID OP. P!W MODE. BUILDING BALCONY DECKS 1516 6P 55 612 • NO CHANGES .S.aH�•A�LL SE MG GOOK OF ApM WS M SS S Mfil011AL 1 understand that the Plan Check 6pp1S • .,) J nttoerrorsandomassion9 and ap01 el Pins does not outhrar'zo the ,rletallonaltSR clopted code or ordinance. p ansa no Of ISb' tractors copy otapproved Pe r, Date ����� Permit No. t0TAL 2149 6P. ENERGY DATA WEANED AREA MAIN FLOOR UPPER 19L0OR 1495 6.11. 526 TOTAL 2023 6P. 14EAT SOURCE ELECTRIC RENSTANCE GLAZING DOUBLE GLAZED Ma)COW6 BY LIPDAL CEDAR Wee TESTED RATING - U • 0.34 SEPARATE PERMIT i RQUIRED FOR: MECHANICAL ELECTRICAL PLUMBING ❑ CAS PIPING art CF TUKWIL>\ BUILDING DMSION APPROVED F 814 G DIVISION nth ANALYSIS BT' •CUIvALENf PINESCRi.fh4E METHOD GEM ACCOMPANING WATTSII4 PROGRAM ANALYSIS INSULATION VAULTED aluNGe WALLS PLOW* 4340 11521 • 115111 115111 L10NTNG POWER AISO4f16C11 (t 1» 14/80 Homes ns WATTS -fail, Iola. Is amlNrw snprls- taq. II 1s Ml 10 N esprodseed. est Is tM lalsrssllaa Moms is M NW It trawl erWNle• MINA Nips* coa- stal 1a tint MtalaN Tres LIaN1 Ceder Mews. DEC 28 1993 SIT MIRE NOIRDANER LOCAL OIDAR MOPS DISTRISUTOt LIND& =API ROMP fit rhea artuhaa UMW Watt Ill. NI 00 Ne ala l Watt SIAM Eal0rtlell Of lab 011011000 wteiutt aaltld.ta all MIS 000.011ft. it 11 raeasN to NN41 mmume. stases a POIIIRE colas. SERIES PROW STAR 1S tl LAKS VIStA r OMIER IAA sR WAIN • 1 4 • • " 'SEATTLE en. LIMITS EMOTING PARKING 4 STALLS • N N'4JSL7e 14 \ 1 \ \4 EXISTING MAIN orPIca 10' WRACK LINE) *Ana CITY LIMITS I ^� WITF18" •TPq .,O" WO CERTIFIED PLOW O GPhF -- tht 11 STALLS EXISTING PARKING 1 l • STALL* " IN r \ %Ell\```: \ \\ \ ■ \ P \ \ 0 0 0 0 0 A aA 00 0 P 111 ,II EX1atING GAZEBO lett \ vt% tt \ 40. \ \ \• r• ANN iso \ \ \ • PLANTING LEGEND EXISTING TREES c • CEDAR M • MAPLE P • PINE 8 • SPRUCE EXISTING S 4neERY RODOODCRON EVERGREEN SNUB O DECIDUOUS SNRIa • EALAL 1 \ GRCUND COVER 1 I ENS?. UNDERGROUND EXISt. -EaQ-- " VAULT NON t L • PROJECT 6C0I6E to MOULD A MODEL NOME USED FOR DISPLAY ONLY AT The ST! OP A RECENTLY REMOVED MODEL HOME CP APPROXIMATELY TM SAME SIZE TO O! OPERATED AT NORMAL • TO • BUSINESS MOORS To BE PLACED ON AN ALL WEATWER WOOD FOUNDATION USING TFi MODIFIED EXCAVATION OP THE PREVIOUS MODEL WOOD FOUNDATION AND CRAWL SPACE THERE WILL Nt NO PLUMBING OR SANITARY WOOKiJ• EXISTING INCERGROUND ELECTRICAL SERVICE WILL OE UTILIZED TFE PROJECT WILL INCLUDE me DAWN& AND LOW DECKS AND A BARRIER FREE ACCESS RAMP PARKING NO CHANGE TOTAL STALLS - bO HANCRAILs 0 P �• e • \ lh� PROPERLY Oa 0 W111.1 S" STORTZ PORt CEIRTIPIEO FLOW ISO GPM 6itE PLAN • 74Areaft S*SV S97,4.yD risn vy anw4jflf• °Pot Wog WV • ro• as PIELATIVE SITE drvATIONS PROM MAIN PLOWS PION FLOOR EL■YATION aEliJaJ► DEC 2 $ 193 Melee 1 k 1 4 a 1 Mill 1! ato • >i O -e V gol 21 1 1111 1 1 441321 II • • . • sh al SSW OA,_OR PRAMINb 16'4.14" • 3.,`" 04.1/2" 3,4', ATTACH HEADER TO RAFTERS - SEE ROOF FRAMING PLAN EXTEPDID P*IPETRR REAM DECK (SIMPSON Fp1aa) (111140146, 2412 HEADER If-4" W-4" 41' ♦" "4" ITfil I (3)0416.10. 1X8 HEADER 1 II 11 0 1 11 II 1 I I Cab* R 1 , 1 II II 1 1 II II 1 . 0100.406 , - • TX 1204031. 8467X r 0 FAMILY 0 KITCHEN m CUT OUT ONE CP THE 2.0400 • 0-11 FIRE ALARM CONTROL, PANEL 0 ENTRY 0-11 6"x6" GLASS BLOCK l 1 A o• BATH I1 o(:'- III ® I III I R -11 N 1 '4 131 O 3a I I II al 1 (SIM PSON I4tJ02I0.2 uINNG / Icy .1.91 4_1 / %is • vp 7. 64E71%1% "4" sty *'_4. 1 0410-00 ! 1 Pi w=0" to'-o" lots" 139 -045% Al 1 /4" STEEL STRAP (HALO EA. SIDE OF BEAM. BOLT WITH 1/4" GARBAGE BOLTS 1110.) ADD BS BLOCK ON OUTSIDE OF PQMITER mtAM 1 A3 • BREAKIN& PERIMETER BEAM SCALE: 1" • I' •" 100.111 OWTAIL SNOWING METHODS OP IRI.AKJNO M1111111MITIR BEAM ON once WALL PON PLUMBINO, CUCt WORK ILOGTIMC AL, ITC. 1. A-1 4 A-2 MAY el U4410 ON EMIR GABLE SAYS WALLS. MlT40D *4 CAN MAY B0 oN MAVI WALLS. FIRST FLOOR PLAN SCALE: I /4" • 1' -0" NOTE& 1. LOFT FLOOR BEAMS 4, 611E 3.1/0" x t• GLULH•1 3.1/0" x 10.14' GLULAM 3.10" x 1.2" GLt3.AN ado 6.P.P. 02 TRIM 21c12 srt.03 axe PPP. 04 2. ALL PARTITIONS ARE 3.1/4 WIDE UNLESS OTHERWISE NOTED. 3. INTERIOR WAJJ. LIFER 10 061140, 142" GYPSUM WALLBOARD. TYPICAL 11+84 -10, GREED oARD 10 UMW !WIND PLUMING MXtaS FROM FLOOR LEVEL t0 4' AOOU/I RLOOR LEVEL AND TWPICOM4OUT TUB 4 SMOWE'R ENCLOSURES. 4. MITE/110R ROOF LINER is 1111 -t/8. ►/8" GYPMA'1 si isoAIfO. SPEAR WALL TYPE 6. MOLD DOWN TTPs 1 MOLD P0144 OITAIL OS Star 4 • S'.4. !'-4' "4" 3'i.14' 0• 131 ' !BALCONY _ 14v 410 RAIL I Iat11AWP Mtt 11114•4104I OPEN 'ref BELOW • 10'4" :1 'N' POST - OJ/8• X •i -- 1 ^N1a" IMAM I1 I 1 SHARED POST DETAIL !CALEB 1" • 1'4' POST TO FLOOR PL •GALE' ' -0" ANK FLOOR SECOND FLOOR PLAN $CALF' I/4" • 1'0" NOTE& 1. INTERIOR WALL LIFER b 0613340, 1/1" GYPSUM 14ALLCOARD. t INTERIOR ROOF LINER IS 06104/s 6/a" GYPSUM WALLeoA11D. .10100 3. GIRDER 0 AQPRpE� 1� �4 iEgH; ��utt� ♦ pry DEC 28 1993 114,30. ?x4 041s 3.VS" x s" HGI. 2)c10 S.P.R. •2 19080, 414 POST •AO" 0:0. MAX. SPACP° DECKING PER PLAN MOM PM IMAM • 11 IMAM PIN PLAN Lbr JOa NOTCH 4x4 M I 244130. 2c4 I U+- 119030. 4x4 POST 1 (BEYOND) IOW OMIT AOPC DDERUOR 4x1 RAIL w SSW oc. 6104 THAT A SPHERE 4" IN DlAMtiER CANNOT PAN 84140141L DOCKING PER PLAN IMAM PM PLAN 1110 34110, ter 041.v. PM/ NAI.S w 110 ac SECTION TQRU EXTERIOR 2x2 RAIL SCALE` 1" • 1' •" 100.304 SHEAR ILJALL TABLE " TYPE MAMMAL AMY NAILING MOE NAILNG MELO) g b" kcoe*u'ac'aett 213 PLP soli" oc ea a tr oc 'b• we co EXT IPA ONE BIDE 4oz PLR Ed ID 3" oc SO 0 G" OO 'N' POST - OJ/8• X •i -- 1 ^N1a" IMAM I1 I 1 SHARED POST DETAIL !CALEB 1" • 1'4' POST TO FLOOR PL •GALE' ' -0" ANK FLOOR SECOND FLOOR PLAN $CALF' I/4" • 1'0" NOTE& 1. INTERIOR WALL LIFER b 0613340, 1/1" GYPSUM 14ALLCOARD. t INTERIOR ROOF LINER IS 06104/s 6/a" GYPSUM WALLeoA11D. .10100 3. GIRDER 0 AQPRpE� 1� �4 iEgH; ��utt� ♦ pry DEC 28 1993 114,30. ?x4 041s 3.VS" x s" HGI. 2)c10 S.P.R. •2 19080, 414 POST •AO" 0:0. MAX. SPACP° DECKING PER PLAN MOM PM IMAM • 11 IMAM PIN PLAN Lbr JOa NOTCH 4x4 M I 244130. 2c4 I U+- 119030. 4x4 POST 1 (BEYOND) IOW OMIT AOPC DDERUOR 4x1 RAIL w SSW oc. 6104 THAT A SPHERE 4" IN DlAMtiER CANNOT PAN 84140141L DOCKING PER PLAN IMAM PM PLAN 1110 34110, ter 041.v. PM/ NAI.S w 110 ac SECTION TQRU EXTERIOR 2x2 RAIL SCALE` 1" • 1' •" 100.304 S ` sis1! 1131 grPA 123 2isti __ - 2 s .. a! • If 1 9 E1 g - . . E S ` sis1! 1131 grPA 123 2isti __ - 2 s .. a! • If 1 9 E1 • • (4) •336.6 4' -0" r '1 04110 41 • • • L L 7 .1314.1-0 • 4 (9) 0180 -3 0314.12 0416-004 in EA END 0180-20E J ✓ JO) 0,90.9) L J 0411- • 0314 -12 7 . 031410 I • ' •I • • • 1 4'•8" 4'4" r L (4) 0336.6 1. Melo RC 0104 J 041,C 10 soMecia •416.00 0 24" OZ.. t1/ 0180.206 e 1+we8 d r L 1 J 1 (4) (13966 J (4) 0336.6 IL (4) 03360 • j0971-08 � •3224o RC fre 0314-08 0322.126 0/ ID (4) 0336.6 • • r L 1 4' -0.3/8" r L J 1 0314-08 j AC) e1. ®p/ 0318-08 NCO ■ NCO 3e op- 41 0314-06 II II ,I 4 11 •314 -oe 47 6 041-" r PINS •IMi 0319-08 0314.08 322 031408 SECOND FLOC* POST 4 PARTITION OVERLAY 6041.11t 1/4" • 1'•0" NOTES/ 1. PO0T6 6111156. 61121 P1 1 3.1N" a 4.1/2" GLIA•AM 0322 3.V8" a 3.14" P.0AI.0. DPfC 0314 3.V8" a V PO1•LG. DP02 2. ALL •06T6 TO On a CUT TO PIT UNDER IMAMS 3. R.O. INDICATE, MOST POST, SNORT POST 644ALL 13• CUT ATOM LONGER POST A6 INDICATED. (4) 0414-06 of- (4) 0334.6 r t 1 r 8 1 (2r04 GC* r 1 1 r 1 9.11.36" FIRST FLOOR POST 4 PARTITION OVERLAY SCALE' 1/4" • 1' -0" NOTES 1. Poem SYMBOL M N P NN 0322 0314 0316 612E 3.1/8" x 4.1/7' 6LW.41M 3.1/8 "a6 "GLULAM , 3,1/8" x t14" G(.ULAM 6.1/8" x 6" GLULAM 3.V8" a 3.1/7" F.0.14.G. 0•02 3.VS" x 6" FA.M.G. DF1P2 3.1/8" a tV4" PA.N.G. DF02 2. ALL POSTS TO SE a CUT TO 11T IRC * SEAMS. 3. ALL INTERIOR STUDS UNDER LOFT FLOOR ARE 0361. 244 UNLEN, NOTED of aERJ•IISE. 4. R.G. INDICATES RECUT POST, SNORT POST "MALL ea CUT FROM LONGER POST 46 INDICATED. D. FOR EXTERIOR WALL FRAMING. SEE WALL DETAILS ON "MEET 11. 6. DECK SEAMS e"1'MDOL 612E 0416- 7x8 W* CEDAR 07 •411.6 2u6 wag. CEDAR 02 TRIM t DECK DESIGN LOADS' LIVE LOAD • *0 P6P DEAD LOAD • 10 PSP 6. HANGERS POST NOSE! ! • TOTAL LOAD • 10 PRP WIDER 180.3 980.208 SIMPSON PART NO. 4.34 LUNGS 1.630 LU26.2 • • 14" 1'4" ` 3'4" ALL FOOTING" AM I6" K r" K nem wTTM War SET tsroPRECAST PIERS WIS4 4X4 POST CONNECTORS 4'1'1'1 1'1'1 M 4 4'10" O • ti J f J 1 J Lle RD. PETAL FM/CRA$A W/ ORACKA(T6.1I► POST 621! 144106611, UM& eb 0430 & 6PACRD 2X6 CEDAR OsCMC1NG . • 0418.-0, se atm Jon POST CAP as sae 4)44 ,nAUD POST. • 1'42" O.C. n *tee r�*�?•,�e. cotroom° �6 4211n f • 1 r•O" DETAIL ID INIANDICAPPED RAMP WALL, 1" • 1'-0" • • 0322.08 032240 RC 31/6" SEAM r�1 0314-0• it Q 031400 f•3/4 "0M18 0• WWI •MI6 POSTS 6 EXTERIOR PROW WALL 0314.10 • 6E8 (BELOW EXlflOR Sea 0314438e • r Ora 0 11111 • (4) 0334.6 • v M' att FEB 11 1994 BEAM Oat-0110M (T P.) •CIL POST I euIWING DIV ISION POSTS. 0 FLAT EXTERIOR WALL ; ;. time i 3.Va" 1 1 POSTS dw INTERIOR PARTITION , 1 . r •• 1 4? 4. 1 • 1 MGL IOb» ••••fi 1 1 FREE STANDING POSTS . • POET DIRECTION CHART • stiturs in', • yet 100•e ri)v1 Od sot DRILL 140L* 'fl alol4 Pa» PiOR • • Ala NIMON Oa. 1111.414 Ma's A it= • DEC anima Z a tom. NNW SIN 1 iisa! 100 015.2 a 1 Etiel da-� 11111 Whit iiE g B� � uu 1 11 •1, • j 4 , • ■ i i N_ 1 r 7 a iisa! 100 015.2 a 1 Etiel da-� 11111 Whit iiE g B� � uu 1 11 •1, • j 4 , • ■ 4 • • • 0"x14.1/2" SCREENED VENT TYPICAL. • 4'1'-4" 26' -0" 16'-8.1/2" 8'4" POUNDATION WALL G • \ \ 1 ✓ . c to E e L J01141848 1 le le e ?E pr - L J (2) 041e.Ui I• r L 'J(2)0419.16 2_ IP a fob Ji 1= eta L JJJ (22)) 041e -1r III I L I J - Pt WrQ ®r n �f=1= 1 I — L- 17J (2) •4157.121 (IIJ •� L J!f M, —= 111-- 12'•3" pr N " HIS .� � .41�J2fi III I \ ®ofill _ ____ Fr Y — pr �' Frs L J(2)0419.18 - -- L J • 0 L J 1.21 0418-12 L IIIJ III III! 81-0 FOUNDATION WALL . 0• -0" ®C 8.0" Id -0•' 2114" e 8'•4" S'-4" w.4,1 k I ale s 041416 J sM 111 IP sell III >k 041412 k LII 041442 II m v: weer II II yowl 61 1 10'-3" 1 1 1 r► FLOOR FRAMING PLAN • . SCALE: I /4" • 1' -0" 1. AIM FLOOR SEAMS SYMBOL SIZE 0418 2x10 eP.F. B.U. • 2. 0360.6, 2x6 DOUBLE CLOCKING BELOW ALL POSTS PROM ABOVE UNLESS NOTED OTHERWISE. 2. 'W" - (4) STUDS UNDER POST TYPICAL 1 PLACE. • 4. THE ENTIRE FLOOR SYSTEM INCLUDING BLOCKING AND PLYWOOD SUBFLOORING, MST BE IN PLAICE BEFORE BACKFILLING. 5. ALL Pane ARE D.F . 4X4 UNLESS OTHERWISE N01147. 6. WOOD FOUNDATION SHALL CONFORM TO THE NATIONAL FOREST PRODUCTS ASSOCIATION PUBBLI4ATION: PERMANENT WOOD FOUNDATION SYSTEM, DESIGN. FABRICATION AND INSTALLATION MANUAL, NOV 0180.4. POST BASE (L•3.3/6XLV4X3.V2X1/4 'THICK) =:i a 2r6 BLOCKING f a POSTS 2xb FLOOR JOISTS \ I A 16" 0.C. 1'• 11 � Inl • 1 2306 BLOCKING FLOOR POST TO FLOOR POST CAP PER PLAN IN FLOOR (EXP SCALE' I'' • • • 1. FLOOR DESIGN LOADS LIVE LOAD 80 PSF DEAD LOAD • 10 POP TOTAL LOAD 60 P8F FOOTING PAD SIZES F - I'-6" x 1'-6" X e" DEPTH 1J/ 2 • 04 REDARB EACH WAY G • V -0" x 2' -0" x S" DEPTH 14/ 2 - 04 REBARS EACH WAY E2" - 3' -0" X 3' .0" X 10" DEPTH W/ 3 • 04 REDARS EACH WAY M • n2"" x a" DEPTH can. FOOTING 14/ 2 - 04 ROARS CONT. POINT LOAD NUMBER T I,I - noon Jo1676 a---- POST PER PLAN 1P1a0.4, ANGLE CLIP POET CAP POST BAN 2x6 BLOCKING WR-Sd s*i.V. BOX EA. END. IVI.I. 6cu — BLACKING MOW ALL POSTS TYPICAL Pao owl P6! PLAN P.T. POST PER FLOOR FRAMING PLAN • FOOTING PER PLOOR FRAMING PLAN ■ ■11■ 11111111 •■■• ■■■■ 0001 1111." 0000 1111■" FLOOR STITEM PER PLAN • UND16TUROED SOL OR COMPACTED GRAVEL • DIMENSIONS PER FLOOR FRAMING PLAN AND FOOTING SIZES SCHEDULE FOOTING 4 POST DETAIL TYPICAL SCALE 1" • 11•0" 0414.1•. 2x6 • 12" 0.C. 4 MIL POLYET nushos ■ F R41 tri • ea • -• ■11.11. :•ter• a EDER 144 Hi El •■ • TO PLATES TO! NAIL Ed IOD C *° ac. tti 0414, 2186 TOP PLAT! (Iom S" O.O.) 0414,. 246 TOP PLATE (2-I6d PER STUD) I • I;'>:i • k2"= •;r- -. ►_:. x -_p '►:. G. E: 141 M 1128" r P1NfHeD GRAD! &CPR I/2" P!R FOOT roe MIN, • PROM WALL . 1/1" P.T. PLYWOOD - x M/2" STAINLESS STAPLES 4" EDGES 0" PIELDO. ALL PLYWOOD EDGES PASTEN D TO ;BLOCKING 0•144+, 212" P.T. BOTTOM PLATE TO STUD END NAIL 2•I6d PER STUD TO FOOTING PLATE 106 • 12" O.C. 04814F, at P.T. FOOTING PLATE POLYETNYLDe STRIPS GRAVEL OR MAX. 1/2" CRUSHED STONE FOOTING • ■■ • ■■ ■■ • •_ ail Hi $tl lfl ■• FOUNDATION WALL DETAIL TYPICAL SCALE r • 1'•O" SPACE ANELS Ate CAULK 101 • VERTICAL JOINT ROOTING PLAT! MAY ExfEPD BEYOND FOUNDATION TO AVOID CUTTING TREATED LUMDee 1 STUD PER PLAN FOOTING PLATE PER PLAN FOOTING CORNER DETAIL 1, PLACE. SCALD ' • I'•O' I COL 230 WALL STUDS • LOCAT10NN I4THOUT P0670 Sereow HO ANCHOR 1• 141 1111 1S 2'.0 L ADHESIVE TO BE " 3M COMPANY " 03230. 2. FASTENNER6 TO BE CORROSION RESISTANT NOT DIPPED GALV. ALL FASTENERS BELOW GRADE TO BE STAINLESS STEEL PLYWOOD TO STUDS. 3. FOOTING MATERIALS MUST BE CLEAN 4 FREE OP SLIT, CLAY AND ORGANIC MATERIAL A • • • 0414., 2(6 P.T. STUD • 24' O.C. 0 3'4 BOTTOM PLATE • 01ed1 3/4• PLYWOOD NJ.O. FLOOR TO FLOOR THRIADID ROD PER 6R' *SON SPECMICATIOPN Nit. BOLTS PER IIPPSON HD TIEDOWN WAIL TO WALL *cat Jan i .... --� DC 144LL 11D6 • 2 e O.C. SPMCMICATt04M MA* 144•OI' O 0414., 24. P.T. BOTTOM PLATE 0461., 2•t2 P.T. FOOTING PLATE • • !EGTION '5OC" FOR LOADS TO 63330 BEAM POCKET DETAIL 3 PLACES SCALE 1' • roil 1114144I. it STUD •24'00. O n14•, 2"16 P.T. BOTTOM PLAT! 0411.P. SeQ. P.T. POOTMG P14111 PON LOCO TO 4401110 SEAM POCKET DETAIL 12 PLACES OWLS; • facts 1 adrift OEC 21 113 SR Ma • 1 a •- i ool s2" 1 ♦ -- _ Tr 4 i i •. o a 1 a •- i ool s2" 1 • a • Cara ROOF IMAM 0 PRAM" WAIL • PRIMI NT ON BON •IM, Stiles I.AP RACK *pa OP mama USE Ifd SINKERS 1 1 1 r 1'•I1.1/4" • LOCAL 2 %0" . ,AISTUS 12/12 ROOF efiM • O• • 07044. ANGLE ORACKBT WItM 0109, LAGS (L - 9.8/0 X 2.114 x 2.14 X 1/4" 1FIICK) DORMER ROOF • • • ra---- IPA WINDOW 10 PRESENT ION ERMER SIDS, USE 24100.4, ANGLE BRACKEtte 111114 '11180, LAGS • (1. •3.3/0X2.1/4X2.14XII4 "114100 f— RECUT POST PER PLAN IP WINDOW IS PRESENT ON EfER SIDE USE 0100.2, SIMPSON MST -71. SCRAP OR EQUAL EACH SIDE IN PLACE OP STNS CREAK P067 FOR E18AM -- Par PER PLAN e • DETAIL AT DORMER POST SCALEt 1.1/2" • l' -0" 100 -131 1'•11.1/4" • LOCAL 2'-0" CAMPUS • 12/12 ROOF BEAM BEAM MANGER PER PLANS • U a e 0100.4 O. 3.9/0X21/4X2.12X t/4" THICK) • POST PER PLAN • • • N DETAIL AT DORMER POST EXPOSED SCALE :1.1 /2" • I' -0" 100.131A 1 A • • • • •J'f __ ELEVATION AT DORMER POST SCAI•Et 1.1/2" • I'•0" 100 -1315 • IF THERE IS NOT A WALL ex ONE SIDE, USE 24780.4, ANGLE BRACKETS 14141 0189. LAGS POST PER PLAN HALL FRa& PER PLAN •4I3a. CEDAR 2x4 01403 SIDE • 3 1 r•1LI /4" AT MAIN FLOOR ATTACH WACER TO 11140•11•1 1 BaelH e •Be+j�. -�s�-� III 1 II 1I 111 1 11 11 111 C4O xL � 1004 111 /R� 111 1 11 11 ID ma 111 111 111 111 111 Illr I ,11,111'1® 111 111 111 111 BEE 1I e e e e e 0 W 0 m • 1 0"100.20"1 INVERTED 213 INVERTED Pals* • 0401•111 CA 0421.0, Ixs FASCIA 1 eo ID 111 II III (21 0411, 2x0 aassaaa y8 39aB Vn Sr 1 1n (tl 111 111 111 111 (tl 4-- tDGEUt 11 CD 0 111 AU I Ilk O 111 III® FES SP. °oee O 11 11 041 11 11 11 QII II II II 11 11 II ,. 1 1 1 •4.1.12 e�E JR 44 et 417 b 889930! *SI98BBELISME A8EEB92ee969cee (� 0410, 2x0 sa Pdtllfl OfAM U • • 2 CD 042tc, lm FASCIA ROOF FRAMING PLAN ecALE$ 114" • I'•0" Nnet '4 wr e&nb •nM1no1. elm O LI/•"•e' R tut • 10.1A' M SAW rt12' x S1/•' • 181/2' eutam uve LOAD • 2s PIP 4' OEAD LOAD • • POP tam. LOAD • 40 P64 9 ROOF REAMS ARE DESIGNED FOR DRYWALL CEILING LINER. 2. ROOF DESIGN LOAD, 4. a BEAM 14 eUR s. 10 Pop1 Meta ELEVATION AT DORMER POST SCALE' 1.1/2" • 11•0" 100.1311 • $ 13934-0 11 III I(1 III 1B8EBta saaBMMEIEi 7S Itl 111 (11 III Itl •4012 RC O '0© 1 •40110 e aan c 0 1 1 10 1 II ,J 1 11 1 -. . 111 e0 00 Ae 040110 ISVi till. • EAVI• 2x02 0 24' O.C. I' •1100.4, • EXDOOED POST 4 ism CONIOCTICt• AND IN PARTITION PARALLEL TO MOOILn OR P G • KIDS.* a PPIN•• • t S.• LDS XL114x2V2MV4`TI400 0'1004, • meOSsD POST • slAM C 41110T10N• AND M PARTM0N PARALLEL TO MOM" CO 111 GASS WINDOM. Apr Pare S.• SINXIVAXZVIX V4.11400 a IF1 DEC 21 1993 Mar 0•11•1 !' I •1•o-4, • 00000E1D PAW •MEAN CONNICtIONS AND M •� PLAN PARTRICN PARALLIIL TO MO NOTCH POST MOW! oR IP SSA tA>» MINDOr• n PlaPIT L• LSO x Lim XZVIX V4'1100 • III! TIM GON N ICTION MEIN •• OR LIN.SMITH • • 92 a! 1 1 A - i N_ 1 • a • • 92 a! 1 1 A • 11 1 PLACE RAFTER SLEW WITH NAIL PLYWOOD TO RAPTOR cuTSD1 OF WALL WANING. 2 I I I 1 a �I 0411. ZS NAILER INTERIOR PINiiiw PER PLANS mock Dana al. PLANK OVER 1/7" PLYWOOD • FRONT ELEVATION • • IIIIIIIIIII IIIIIIIIIIII _III SW24, CASING --Iwo 066o•C, TRIM 04710, 1x• TRIM O•Di.C, TRIM INTERIOR FINISH PER PLANS- till M2 UPPER GABLE 4 AIL STANDARD WALL 8CN•EI 3" • 11-0" • j�. IOO -IZ9 wiNOOW PER PLANS 1410, IIG 04&?-Co. • • REAR ELEVATION SIDING COVERAGE • • • Siding and interior paneling is supplied in random lengths and will require splices for complete coverage. Careful layout / planning con minimize the number of joints required. Refer to details on nailing sheet. WARNING Due to the nature and properties of wood. as well os varying job site storage and climatic conditions. It Is necessary to properly acclimate all exterior siding and Interior paneling to the finished home environment prior to installation. • • l ELEVATIONS SCALE' I/4" • 1' 00" I Cd1JL<& ALL JOINTS eUBJECT TO AIR AND /OR WATER INFILTRATION SUCH AS AROUND DOORS. WINDOWS. AND BEAMS PROTRUDING TFROJGM EXTERIOR WALL. OF BUO.DING. 2. EXTERIOR SIDING SI4ALL EIE 1" TIG RANDOM LENGTH ROUGH CEDAR USE 30' eCARF JOINTS AND FACE NAIL PER SHEET 11. S. ROOFING Ib PERMATEK. • 4. e4APE FMISM GRADE AWAY FROM PUO.DING PER LOCAL cODE. i361--0486 • • LEFT SIDE ELEVATION • RIDGE PERMATEX •MINfLE. TYPICAL CU6TOM VERTICA. dN OEMS r • SECOND FLOOR 91.1111 •1111 1L V Sr • 1 C•41 tar 1 1 -r / OCT ft • • • Ra t MVO MAIN FLOOR SIDE ELEVATION, • IEMPRION c0••T•041PnON 13014,- DEC 28 IID.1 area a a5 �;lQI t�k N O Osti M Y a fi s isg f la Eel 1 6� • I 1 k - I i V / - a5 �;lQI t�k N O Osti M Y a fi s isg f la Eel 1 6� • I 1 1 1 a • 4191 g S ! i syilf ~i tJ, :t pi • sill song 2-8" a sou r -j= gimbal Op: ge �� • 3' lif ?Let': Pon s! I it : rirr, • • ,'l Ir1424A, 013P1„1.4.6A. END INSULATION PER PLAN •355,.9x4 BLOCKING :f 4 18142.2, CONS. RCM VENT rroc, Iq" pLYWO/p SHEATHING 4435. Ix8 RIDGE NAILER 1x19 RAFTERS O 24' O.C. (TYP) 11616, 11/q RIDGE MOLD CEILING LINER PER PLAN .156, 6 MIL vAPOR BARRIER . ; RIDGE /� SCALE, I" ' ly" AIL •633C, TRIM WilEAM BEAM PER PLAN WHEN USED • 43411, 9x4 BLOCKING BETWEEN RAFTERS 4 OVER WEDGES •4a1, 9xt1 RAFTERS 6124" O.C. •100, 1/7' PLr$400D SCATHING 03101. *40 INSULATION •alb 9410 BLOCKING 4 eta.. C1•°PCRT 41410,' a NAILER 94491-0 WO PASCH% •442.C., SOFFIT LINER •4Q. 9434 SOFFIT MAILERS 6124" o.C. 3" CONY. VENT STRIP 1 • 4036., TRM • EAVE WALLS • •414, 2x0 FLOOR JOISTS 6116" O.C. ' / 81196, 6 MIL VAPOR BARRIER UNDER RAFTERS INTERIOR LINER PER PLANS 1 1 1 •691, 3/4" TAG PL40 w/r153 CLUE 1 9 . •6334, TRIM "1DGE CONNECTION 9•lid SINKER EACH 040 OP OLOGKINO TO RAPTER lxe IRINNMS ENIIRI LENGTH OP RAGE W9•tid SINKER PROM l 1 I RAPIER ?IOU 14 INTO OTS RANTER lid SINKER .6o 42426 MAM. 9460 SINKER END .LOCKING TO SKI GALV. P144 44 19/13 RIDGEMOLD Wad CAW Box • 17' O.C. EACH SIDS STAGGER= Nr■Ni II%I /vn\ire v..11 ON Meant ROOF OEM PER PLAN • .1 41111144•41ilh•ni.1441111 11� 441441. P.T. 1x• TOP PLATE S-I" •36041. 2x6 BLKING ALT. OVER tEAMS. DBL. BLOCKING BELOW POSTS •111, REFLECTIVE FOIL -W/DgCT TAPE • JOINTS. - 41664,4 R•m INSULATION 6'•4" k FLOOR BEAM PER PLAN i 4 MIL POLYETHYLENE POI CROSS SECTION C-1 1/1" • 1'.O" 13013-0486 b'.4' 136!6 924 BLOCKING BITSEEN RAFTERS 1 OVER 14E00E6 •46L TAT RAPIERS • 24' O.C. x100, 1/J" PLYWOOD eHEATw•NG 4 .LOCKING W/9Aid SINKER E4 WO 1 Mid SINKER TO .LOCK Nod SINKER SA. IRO OP .LOCKINOa TO RAFTER )dad ONION, 111:00KIN4 TO WOOS JO. RP •419. 9x4 TO ,.14" Nt3T. 19/19 WEDGs Wald GALV •Ox • IT OZ. 244016 DM. WITH talk TOP PLATS EXT. WALL PLANK W6d SIDING NAILS ROOF TO SAVE CONNECTION !Lin 1/i" PLYWOOD WSd SALV. SOX •A"Oa•rdM1 Cr O,O. • MTER1•01A•1 MtPORTS 244141 t1P I LOCKING TO CP .LOCKI« NG; TR WIT WEDGE Wad GALV. 1Ox•G"o.C. BEAM PER PLAN POST PER PLAN ROOF TO BEAM CONNECTION e t 14,30 INSULATION •40, 9i4O24'OTC, • • •il4 WEDGE •4.6 243 M. 9x4 PILLER R414•K P.T. NS TOP PLATE. 144? P.T. -06 • I2 O.C. moo* P2" P.T. PLYWOOD •461.4 9x19 P.T. P•OOTMG PLATE MOM, Tab .LK n ALT. OVER REAPS DEL - 111LOCK•4G MOW POST. x116 eiaenVt rce. - -WDUDT LAPS ! JOINTS. —eM4,S Rd! a.1LATION SSA' 1 3 tier RODE ROAM PER PLAN 4MIL S' -4. CRI066 SECTION' C-2 vr•re 4 tt3 E in 0'N''' coariaA OEC 2 81993 omur NMI 14414P/ P.T. 94• TOP PLATE. 1414 -r. P. T. Se. le O.O. •'100.1. 1/J' P.T. PLYWOOD •4l)iI' btD P.T. POOTMO PLAT, ' • LIU " 1" DETAIL 'A' SCALE •1O 11100-Iq" PLYWOOD 0401 7sQ RAFTERS •471• WS CEDAR FASG ZIPPER PLASHING Ar OTHERS • APO OVER TOP OP DURACAP DURA0AF ALUMINUM SYS. avE10eEAD UPPER GLASS PER PLAN SHEET GLAZING TAPE TYPICAL PROPOSED PLASHING 1 NEAT SEAL T LOCATION 4144 UPPER MULLIONS NEAT SEAL TAPE o o! st A SING jay OTHERS TAPE AND UNDER DUNACAP DOTAL b' SCALE' 11•1' -0" LINER PER FLANS •l36G TRIM • • • g,qeqcg4. • 41'I.p 1 SIDING FIR PLAN 11470 SPACED DECKING with* 746i SINKER 0 END 1 OVER EACH SUPPORT— 1/3" PLYWOOD WITH 60 (•ALV. DOx 01" O.C. ALONG EDGES 4 O` O.C. ALONG INTERMEDIATE SPPORTS. RIM .10167 1.VANOLE CLIPS 0100.8 0 4' -0" O.C. (SIMPSON n W� r DECK JOISTS PER PLANS 1150.706 (SR"0•SO4 LuP2s) DOWEL PIN OR IOW. 16" • 1 ' x s" 7tlb" DEEP' PORED W/ PRECAST PLMTH J PECK TO CONNECToN DETAIL SCA4E, I' • 1' -0" MIDGE CONNECTION 8 T U 7"iid SINKER RAH END OP ' TO 10111111PA *,t, 10 RUNNING ENTIRE LEN6TN OF ROOM W1. VACS PROM RAPTN TIS1 k1A NT0 OTIS RAFTER 4/17 RID4EMOL.D Wd GALV S"Iid SINKER RLOCKIN4 TO NAM A"lid SINKEI! SACKING TO _ _ , I,) i 1 V ; X 11110 EY WOO W34641 SINKER !A END 1 Fae 1/3" PLYWOOD WSW • i RIOWT WING ROOF • •412 2x4 0 24" O.G. MSC WEDGE (2) •401, NO D.U. 01E0.201 MANGER (SIMPSON LUP210) • • • 040, 2314 NAILED TO RAFTER FLASHING • 1 1901E 2x4 CLOCKING' WMON RAf1ER8 • QVat hL00E6 1401. 2x12 RAPTt ws • 24" OrC, thP) •100, W PLYWOOD ENEATWMG •196, 6 MIL YAPCR BARRIER UNDER RAPIERS — INTERIOR LINER PER PLANE " s •414, 2x6 FLOOR I J01ST0 1116" O.G. 4A4464164141A.i.0 & & &0000 Y-4,VY 0 0t ft40 INSULATION •4111 2x10 CLACKING 1 INSULATION SUPPORT 0410. bO MAILER 24421-c, bt FASCIA IMaa, 6CPPIT wen •41; 2x4 ROFRT MALERO . 24" O.G. 30 CONT. MEW STRIP 1414.P, P.T. 211 for PLATO. Pm, REFLECTIVE FOL W/DUGT TAPE 4D JOINTS. 06844 R -19 INSULATION 4 ML POLTETMTLENla 1 CROSS SECTION C-4 i313- cot% • 140! P.T. 216 4D tY OA. 41004, ur P.T. PLYWOOD 0404 P.T. 2x12 FOOTING PLATS 1 s 1 • 2.1/4" 23412 D.F. 6TRM06R d MEW FACTORY DALE I/2" TO AST TREAD6. 11760 -3. FRAMING ANCHORS (SIMPSON A34) 0 EACH STRINGER TOP AND BOTTOM ON INSIDE Of STRINGER SUCFLOOR PLAN— Gel. . TRIMMER • v PPR°7 FEB I elk ko.w, BUILDING DIVwItiN adinis DEC 28 1993 3 i fP a• 121110 2.02 0=4: 1 �1 8rB Ly ft!-I /pp get • MEN ?M4 lt.00KM9 • ••1•11W Ram 4 OVER an • •45611W13 RAFTER& 074" O,C. MP) 4100..» PLYWOOD SHEATHING - i li VW R40 INSULATION 0419, ?xio QLOCKI•G 4 IN/ULATION SUPPORT 0410 1x7 NAILER 7444710. 1x8 FASCIA 0462a, 8OFFIT LINER 0412, 7x4 80FFIT NAILERS A 24" O.C. • 1 8" GONt. vENT STRIP • 2•-4.V7' 0414, 734. FLOOR JOISTS C I6" O.G. 0691, 3/4" T40 PL 14/0159 GLUE — 0960.6, 7x4. E LKIN0 FLOOR BEAM PER PLAN ALT. OVER BEAMS. Del- I BLOCKING BELOW Poste. 0'111, REFLECTIVE FOIL — W/CtuCT TAPE 49 JOINTS. 1 0684 -4 R -19 INSULATION 8%4" • " • • • 1 • 1:: OONTIN! FALLIOI* TO oAAI PLATE 9 • 4 4 MIL POLYETHYLENE FILM -- 0414#, P.T. ZS TOP MAIL X144, P.T. be • 12" O,G. es— 0'100 -P, ur P.t. PLYWOOD ales -045w. P.T. 7x12 POOTINO PLATE • 9'-4" i CROSS SECTION C-6 boob- 048t W-4" 5'-4" 1 • MC, vINT 5100. 1/3" PLrW000 NO RAFTS • 74" CO 43E11 244 RLOCKMb i*wua 1.44•4. TRIM • PLACES) 110411,4, 7x6 =ant 11414, R,L, 7+4• 111.xwNo 04111 7X10 SOLID MOCKING WALL rem PLAN LEDGER DETAIL LINER Pet PLAN SCALE` 1''ro" • x,1 '4 t 0486 7x12 RAFTERS 49 24" O.C. (TYP) 0100, Ian PLYWOOD BFEATWINO 0651, R -90 INSULATION 0419, 7x10 BLOCKING 4 INSULATION BUPPORt 0410 1x7 NAILER 0147:, VENT 0419, aiio BLOCKING 041S4` 7 t* LEDGER JOB CST recur maa 1.1/? T40 LOFT SUDMAOIR PL.4SNN0 0419 7410 LEDGmt 0700.709 (BIMPEON LUI02 ) 744714, 1x5 FASCIA ---- 046706, SOFFIT LINER O 417, 7x4 SOFFIT NAILER$ E 24" O.C. b" GOVT, vENT STRIP • • 0414. 2* ROOM ,11O161S t 16' o.C. .01111/4 "T Weal Clla • (7)0456 8412 HEADER 010416, 7X5 HEADER 0414 741 SOREST NABS , SOFFIT LINER 04144. PT. SPA TOP PLATT. 5116 flflvl POOL -- "H/ONOT t • a4TS* - ' ASA R-1! INSULATION atoms SECTION 129 144. P.T. NOEU"OA 0700#. V7' PT. PLYWOOD *SP. P.T. NO POSITING PLATE S tv a DEC 26 Ian All! ■d_ V ��e! tae- Rd jilt;t; 1 • 1 • 1 • C - - - g a_ 1 a ■d_ V ��e! tae- Rd jilt;t; 1 • 1 • 1 • • DOOR UMgT PER PLAN s- 11632.0 CASING • As SLIDING GLASS DOOR • 1 SCALE: I'1I' -0" . r B= EXTERIOR DOOR SCALE: IhIC" NOTE: CAULK ALL JOINTS' S S..ECT TO AIR INFILTRATION, SUC14 AS AROUND 0008 4 WINDOW FRAMES AND BEAMS PROTRUDING TNRU IOR. WALL SONGS CS WINDOW r SCALP 1%I'•0" NOTE' SSE WPCOW DETAIL Oar PON PRAMINO 4 INSTALLATION DETAILS OP WINDOWS. wRacM UNIT PER PLAN —JOB CUT 04260. bob TRIM ■� 11414, 7x6 TOP PLATE 11696C. 1/16"x9J/r TRIM 244169 2458 SAL s LINER Pet PLAN 0414, 2"6 TOP PLATE 0,00. 1/2" PLYWOOD I" TAG PILL. SIDNO H= GABLE END WITH WINDOW IN CATHEDRAL AREA SCALE' u/294.0- 06910 BASE TRIM w PLYWOOD 2" T4G SUBFL.0OR 06330, 9/5 "x1.1/2' TRIM 24.416, 7x5'6 B.U. FLOOR BEAM PET: PLAN OTOO, Vr PLYWOOD 1" Tab R.L. SIDING LINet PER PLAN J= GABLE END WITH T4G PLANK LOFT FLOOR SCALE' LI/21,11-0" 0462 RANDOM LEt43tM CEDAR SIDING. ROUGH PACE EXPOSED 100 SCARP JOINT Kt SIDING SCARF JOINT . .11 SOTTO MAIM ■ • G1= 12/12 WEDGE SCAM U/Yti1'-0" G2= 4/12 WEDGE !CAI& IJ/ati1'-0" cy+g6 1 1 Rlv1E10NE 1 NO MZONTAL 1Dt6 PRAMN G ■ I TWIN POST* ON CARLE DIGS B 043+ DOD PRECUT TO; PR NTMRN LVV WIDE POSTS • 114" O.C. 11CALt r • 1'0" POUPDATION WALL Ds EXTERIOR GABLE WALL scat Itiro" 00011* 11r CILSI Nn JAY AMIDE= DY DATE M*IN O NIS WAVE. M K 11 • R•IM INSULATION ALL WANDS WOOD FOV'DATION WALL E EXTERIOR EAVE WALL wake 1'W'o. • «"':4 R -IS INSULATION anat. DEC 2 81993 'ow gRIDI �"t111• •Pahl: 1/ sow04644 P►•NI•r 1M 1•f•Mill•11 IM •Mreproduced,. • be seed 1• /tette Na•N•, •1111•• w11tM tea- seek 1• fleet al•1•N f.a 11M•1 CNn N••••." NOIRDIMER LIPDAL COMM NOM DI SKI EYTMIN LINDA. CEDAR 1401.011 Kt 11►t1ON1 tv111uf la fence IBM N. MI r� after 1t wi s non 4001NOIS e a scomN0 Maim RtadItt IN MIS Ot 2Jllt. 1T It Moto Ps st•turiona, I MMal NO /Otl E OMIIsNa. KM EE PROW STAR V '" LACS V•TA AIM NANO K-2611 • PERIMETER REAM Abe**MEL,Y INTERIOR LINER PER PLAN POST PIN PLAN miwa Lea PER PLAN ERERION SIDING PER PLAN 0100, 1/9" PLYWOOD tfEAtNING FLASHING 16 N.I.C. 1 WINDOW PER PLAN SCALES )'W.O" 0410C, WO (STANDARD OR 2x6 WALIJ I0423•, IxIO (POLAR WALL ONLY) ,JOB CUT E fTENElCN JAMS V4 "$9" LA66 01634 F.F.Z ),a "$u4" Teresa DOLTS PROW FRONT WINDOW SPACER CONNECTION SCALE 1.1/1tiI-O" PERIMETER BEAM V4'$t4" TI'flJ IP CTR. P T ONLY WINDOW vISION ' GARDEN WINDOW UNIT FINISH SILL N.IC. 1 4100 1!i' PLYWOOD 0138•A 160 GALV. CAS NG 1 tt4t4, 2x0 FRAMING �} 010 1/04 -A, R•19 INSULATION re :__ _ =- - :_ r eel. a• • WINDOW PER 1 04114, 1* TRIM 14630.0. TRIM 11654 • leek SCALE, tia"•l%O" FEIN LATER BEAM 1 WALL SOIN4 1/2" YWOOD INTERCO a- LINER PER PLAN POST C V4 "$0" LAGS )/Sib* " tMSU DOLTS 0103.E EXT. LINER PER PLAN PERIMETER SEAM ASeEMaLY INT. LINER PER PLAN Rob. FILLER (1) SIDE • NOTES SEE DETAIL G FOR ENLARGED SECTION PROW FRONT SPACER DETAIL SCALE: IA/214W EXT. WALL PLANK OVER 1/7' PLYWOOD PROW FRONT FACE SECTION 2 WINDOWS SCALES 3'W-0" TO FLOOR PROW FRONT WINDOW SPACER CONNECTION SCALE, ore a A •11E4 eC:LE• LV2 "4.O" /41tAS" LAGS )/'deer" Ter1w DOLT) (STANDARD PROMOTION) • •4 C, Ixb TRIM, TOP 4 BOTTOM JOB CUT 04S1C, TRIM CN SCES POST PER PLANS WITDOW VISION GARDEN WINDOW "a- UNIT JOB CUT (a) 1'.O" 2x4 BLOCKS FROM 0419 TOR CENTER 1 EXT. WALL PLANK 1/Y PLYWOOD •33i, 244 STUDS woo WEDGE DETAIL a) SILL 4 HEADER SCALE. 3" • 1-0" t •.tom WEDGE d ELI 0831:1. 2111 STUDS ENT FINISH PER PLANS WINDOW PER PLAN I'•O" • 112C, WINDOW CASING TRIM EXTERIOR SIDING PER"PLAN 0100 la" PLYWOOD EXTERIOR WALL PER PLAN GARDEN WINDOW UNIT PER PLAN • DETAIL a JAMB SCALE, )" • 1'•O" • t Qo m CSYflflPEa) PLAN GARDEN WINDOW SCALE: 1" • I'.o" NOTES' l I. 041701.4 (GARDEN WNDOL"S M OUG/4 OPENINq E ,.:O.W*)AVE* ? CONTRACTOR TO VERITY SILL SIT OP Valor a" TOR INSTALLATION OP callers. EA CKSPLASH. Atc,OR GARDEN WINDOW SILL PINS PROW CORNER CUT SCALD )ti•o" • • DATE REVISIONS «en Palen E4. Sue • * MOLDING Sr. WALL PLANK OVER 1/Y PLYWOOD Oda WEDGE EA. SIDE RECUT •412 EVEN ltD. PROW FRONT PEAK CUT SCALES 3140' WALE )' • rd' 31111 1013 CHUM BY MAIN BY CILS ORA *ENO ISAIM[1 Pus, Pious, MOE Cedar • GENERAL NOTES I. Term USE OF SHIMS AROUND WINDOWS IS COMMON PRACTICE, NOWE1/ER, ' ESE SHIMS an NOT SHOWN ON TNe DETA Le. e12ES • PLACEMENT MAY VARY. TOLERANCES HAVE BEET( DESIGNED INTO TI$ BUILDINGS FOR THEIR USE 2. ALL JOINte Stared TO aR OR WATER INFILTRATION MUST BE ADEQUATELY CAULKED SUCH AS AROUND SCOWL DOORS AND TITANS PROTR(JD a mow WALL 3. ALL CON•ECTORB NUTS, BOLTS • wales An AS FER PLANS. 4. IT IS VERY IMPORTANT 'MAT NE PROW WALL OE CONSTRUCTED ACCURATELY. ACCORDING TO PLANS. TO INSURE PROPER FIT OP •ItDOWS, S. CLEAR CEDAR TRIM (f411C, Ix4 1.472.0. 1x• 1 04110, bls) to PROVIDED IN ONE FOOT INCREMENTS. CI.ECJC PARTS LIST POR LENGTHS AND QUANTITIES. PLEAS! VE RIPY LOCATIONS POR ILL PIECES OP CLEAR CEDAR TRIM WORE INSTALLATION, APPROYVSED FEB 1 1 1514 AS I•U » -J BUILDINGDtvII 11 CIinwAA DEC 28 1993 MS SDRS1 NON Itwl•f 10 se1N/a pgrl•- tty. 11 1• at to N rytS•et4, on 11 W 1•l•slltn to me It N toed 1• NSA /rt4Wlt. 1MI•N •t111M ea. I116 HMS fen li•M1 1St MpIHOtMHR L.DAL =DAR HOPIS DISTRIBUTOR LI DAL CEDAR HOMO • In NATION/ e1141ATIOM Q1f10t 1V•It MO. 461 1a AllallLt VM,d$ MONO1 eo11f1� � 1111 Male 1111mia 11111011tO IN TMN 01101e.R. it I1 MS TO It "QNII.NON. MINION MO rg1Ike aefll ». SIRIP PROM STAR M0p[1. LAIN VISTA NNW NAM* Itri1111 • • • • • • • 1 CEDAR CORNER CAPS • • UPPER CORNER FLASHING DURA -CAP ALUMINUM SYS OVERHEAD UPPER GLASS PER PLAN SHEET "1 dll!III� kgrdistIPPER CORNER MULLIOJ SECTION MULLION SECTIONS GLAZING TAPE TYPICAL 414 UPPER MULLIONS GLAZING PARTIONS WITH 1/4" CLEARANCE TO GLASS TYPICAL INTERMEDIATE MULLION SECT 1 ON FRONT CORNER MULLION SECTION FRONT INTERMEDIATE MULLION SECTION 414 FRONT MULLIONS HEAT SEAL TAPE TYPICAL V- 11.3/16" ENDWAL CCMPONET SPECIFICAT 1 DRILLED CEDAR CAPS 0-6 0 ELEVATIONS &'DIMENSIONS 4x4 UPPER MULLIONS • • LEDGER SECTION RIDGE FLASHING DURA -CAP TRIM OVER MULLIONS UPPER GLASS 3/6" x 6" LAO BOLT: PRE - DRILLED UPPER MULLION: 4x4 CEDAR -^ SILICONE CAULK GLAZING TAPE TYPICAL RUBBER SETTING BLOCKS, 2 PER BAY MEAT SEAL TAPE ----CAVE FLASHING -EAVE FILLER W/ CONDENSATION WEEP 1 � �{ DEJ•TN vwERENCc 2x4 BLOCKING MORTISED INTO MULLION 3/6" AND SECURED W/ 64 NAILS. CONTINUOUS CORNER BLOCK SECURED IT N TH j • r - rls. 60 NAILS 10 UPPER & LOWER MULLIONS LEDGER ASSY. FACTORY ASSEMBLED W/2 ROWS OF Bd NAILS • 6" O.C. STAGGERED. LEDGER TRIM TYPICAL FRAME MEMBERS FRONT & ENDWALLS: 4x4 CEDAR INTERMEDIATE MULLIONS: 4x4 CEDAR DETAIL REFERENCE ISOMETRIC 0-6 UNIT SHOWN NS STRUCTURAL FRAME: SELECT, CL MDISTURE CONTENT. GRADE DESI Fv ..75peI, E01.0 w 'Dips'. EXTERIOR CAPS & INTERIOR TRIM ROOF CAPS: EXTRUDED ALUMINUM?! GLAZING PARTITION: HEM -FIR WESTERN RED CEDAR KILN DRIED TO A 151( VALUE: SELECT STRUCTURAL, FD.1100psi, CLEAR, KILN DRIED WESTERN RED CEDAR. ITH BARED ENAMEL FINISH MISCELLANEOUS COMPONENTS: RUBBER SETTING BLOCKS: 1/4" g 1.1/8" ■ 4" 70-90 DUROMETER NEOPRENE LAG BOLTS: 3/8" x 8" HOT DIP GALVANIZE SCREWS: 2" /10 SQUARE DRIVE. BRONZE 2.1/2" #10 PAN HEAD SQUARE DRIVE SMS NAILS: PER DETAIL SPECIFICATION HEAT SEAL TAPE: 3" FOIL FACED. BUTYL BACKED GLAZING TAPE: 1/6" is 3/8" CLOSED CELL. POLYETHYLENE FOAM. ADHESIVE 2 SIDES CAULK: SILICONE ! POLYUERETHANE FLASHING: 28 GAUGE. GALVANIZED STEEL WITH BAKED ENAMEL FINISH DOORS: FIR STORE TYPE DOORS WITH TEMPERED INSULATED GLASS UNITS & SCHLAGE HARDWARE WINDOWS: CEDAR CASEMENTS & AWNINGS, COMPLY TO N.W.W.D.A. I.S. 2-8; GRADE 40 WITH TEMPERED INSULATED GLASS CLASS: STANDARD SPECIFICATION VERTICAL: 1" OA THICKNESS. 2 PANES OF 1/6" CLEAR TEMPERED CLASS. SLOPED: 1" OA THICKNESS, 2 PANES OF 3/16" CLEAR TEMPERED GLASS. OPTIONS: TINTED: BRONZE OR GREY. LOW-E: LOW - EMISSIVITY GLASS. MEAT MIRROR: HM-86. 44. LAMINATED: 3/16" TEMP OVER 7/32" LAMINATED CLASS ENGINEERING NOTES: MODEL SPECIFICATION: C-3. C-6: 4/12 PITCH: 18.435': 4x4 FRAME L -3. L-6: 2.1/2/12 PITCH: 11.788': 4x4 FRAME 'C-3 14x4 FRAME! 75 PSF MAX. SNOW C-8 14.4 FRAME 103 PS/ MAX. SNOW -MAX. DESIGN LEDGER * SILL LOADING ON EXISTING STRUCTURE: LEDGER . 270 PLC SILL ■ 350 PLF - LATERAL SMEAR BRACE: SHEAR BRACE WHEN REQUIRED. DETAIL • SPECIFICATION PROVIDED BY LINDAL CEDAR SUNROOFS, SUPPLIED, ! MANUFACTURED BY OTHERS. C-6 MODEL LARGER THAN 6 BAYS WILL REQUIRE LATERAL SWEAR BRACES 9 EAVE SECTION 3/6" x 6" LAO BOLT PRE - ORILLED TYPICAL 1 CONTINUOUS 2x SILL ATTACH W /16d NAILS 2 /FOOT 1 — INTERIOR TRIM CAPS --- ANGLE FLASHING 1x4 CEDAR CAP , HEAT SEAL TAPE FRONT GLASS . 424 CEDAR MULLION 4x4 CEDAR MULLION CONDENSATION WEEP/ AIR INFILTRATICN BARRIER: BAFFLE WEEP RUBBER SETTING BLOCKS. STACK 2 TWICE/BAY BOTTOM STOP 1x4 CEDAR CAP BRONZE SCREWS • 12 O.C. TYPICAL. SILL FLASHING 4t4 CEDAR SUBSILL: NOTE: 5/6 "• A.B. • 6" MAX. FROM ENDS. 4'-0" 0.0. W/ 6" MIN. EMMEDIEM REQUIRED. SILL SECTION • 131- OLIOG 1 • APPROVNED FEB 11 199; AS NUItU BUILDING DIVISION: • a DEC 2$ 1993 NINRMWM r • r I t3• -2" I 3-2" '`f 0-6 0 ELEVATIONS &'DIMENSIONS 4x4 UPPER MULLIONS • • LEDGER SECTION RIDGE FLASHING DURA -CAP TRIM OVER MULLIONS UPPER GLASS 3/6" x 6" LAO BOLT: PRE - DRILLED UPPER MULLION: 4x4 CEDAR -^ SILICONE CAULK GLAZING TAPE TYPICAL RUBBER SETTING BLOCKS, 2 PER BAY MEAT SEAL TAPE ----CAVE FLASHING -EAVE FILLER W/ CONDENSATION WEEP 1 � �{ DEJ•TN vwERENCc 2x4 BLOCKING MORTISED INTO MULLION 3/6" AND SECURED W/ 64 NAILS. CONTINUOUS CORNER BLOCK SECURED IT N TH j • r - rls. 60 NAILS 10 UPPER & LOWER MULLIONS LEDGER ASSY. FACTORY ASSEMBLED W/2 ROWS OF Bd NAILS • 6" O.C. STAGGERED. LEDGER TRIM TYPICAL FRAME MEMBERS FRONT & ENDWALLS: 4x4 CEDAR INTERMEDIATE MULLIONS: 4x4 CEDAR DETAIL REFERENCE ISOMETRIC 0-6 UNIT SHOWN NS STRUCTURAL FRAME: SELECT, CL MDISTURE CONTENT. GRADE DESI Fv ..75peI, E01.0 w 'Dips'. EXTERIOR CAPS & INTERIOR TRIM ROOF CAPS: EXTRUDED ALUMINUM?! GLAZING PARTITION: HEM -FIR WESTERN RED CEDAR KILN DRIED TO A 151( VALUE: SELECT STRUCTURAL, FD.1100psi, CLEAR, KILN DRIED WESTERN RED CEDAR. ITH BARED ENAMEL FINISH MISCELLANEOUS COMPONENTS: RUBBER SETTING BLOCKS: 1/4" g 1.1/8" ■ 4" 70-90 DUROMETER NEOPRENE LAG BOLTS: 3/8" x 8" HOT DIP GALVANIZE SCREWS: 2" /10 SQUARE DRIVE. BRONZE 2.1/2" #10 PAN HEAD SQUARE DRIVE SMS NAILS: PER DETAIL SPECIFICATION HEAT SEAL TAPE: 3" FOIL FACED. BUTYL BACKED GLAZING TAPE: 1/6" is 3/8" CLOSED CELL. POLYETHYLENE FOAM. ADHESIVE 2 SIDES CAULK: SILICONE ! POLYUERETHANE FLASHING: 28 GAUGE. GALVANIZED STEEL WITH BAKED ENAMEL FINISH DOORS: FIR STORE TYPE DOORS WITH TEMPERED INSULATED GLASS UNITS & SCHLAGE HARDWARE WINDOWS: CEDAR CASEMENTS & AWNINGS, COMPLY TO N.W.W.D.A. I.S. 2-8; GRADE 40 WITH TEMPERED INSULATED GLASS CLASS: STANDARD SPECIFICATION VERTICAL: 1" OA THICKNESS. 2 PANES OF 1/6" CLEAR TEMPERED CLASS. SLOPED: 1" OA THICKNESS, 2 PANES OF 3/16" CLEAR TEMPERED GLASS. OPTIONS: TINTED: BRONZE OR GREY. LOW-E: LOW - EMISSIVITY GLASS. MEAT MIRROR: HM-86. 44. LAMINATED: 3/16" TEMP OVER 7/32" LAMINATED CLASS ENGINEERING NOTES: MODEL SPECIFICATION: C-3. C-6: 4/12 PITCH: 18.435': 4x4 FRAME L -3. L-6: 2.1/2/12 PITCH: 11.788': 4x4 FRAME 'C-3 14x4 FRAME! 75 PSF MAX. SNOW C-8 14.4 FRAME 103 PS/ MAX. SNOW -MAX. DESIGN LEDGER * SILL LOADING ON EXISTING STRUCTURE: LEDGER . 270 PLC SILL ■ 350 PLF - LATERAL SMEAR BRACE: SHEAR BRACE WHEN REQUIRED. DETAIL • SPECIFICATION PROVIDED BY LINDAL CEDAR SUNROOFS, SUPPLIED, ! MANUFACTURED BY OTHERS. C-6 MODEL LARGER THAN 6 BAYS WILL REQUIRE LATERAL SWEAR BRACES 9 EAVE SECTION 3/6" x 6" LAO BOLT PRE - ORILLED TYPICAL 1 CONTINUOUS 2x SILL ATTACH W /16d NAILS 2 /FOOT 1 — INTERIOR TRIM CAPS --- ANGLE FLASHING 1x4 CEDAR CAP , HEAT SEAL TAPE FRONT GLASS . 424 CEDAR MULLION 4x4 CEDAR MULLION CONDENSATION WEEP/ AIR INFILTRATICN BARRIER: BAFFLE WEEP RUBBER SETTING BLOCKS. STACK 2 TWICE/BAY BOTTOM STOP 1x4 CEDAR CAP BRONZE SCREWS • 12 O.C. TYPICAL. SILL FLASHING 4t4 CEDAR SUBSILL: NOTE: 5/6 "• A.B. • 6" MAX. FROM ENDS. 4'-0" 0.0. W/ 6" MIN. EMMEDIEM REQUIRED. SILL SECTION • 131- OLIOG 1 • APPROVNED FEB 11 199; AS NUItU BUILDING DIVISION: • a DEC 2$ 1993 NINRMWM r • a� 1 I N_ 4 ai 1 a�