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Permit B96-0068 - NORTHWEST DEVELOPMENT - NEW SINGLE FAMILY RESIDENCE
City of Tukwila c- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0068 Type: B -BLDG Category: NSFR Address: 13745 41 AV S Location: Parcel #: 736060 -0215 Zoning: Type Const: V -N Gas /Elec: GAS Wetlands: Water: UNKNOWN Contractor License No.: NORTHD *09306 TENANT OWNER CONTRACTOR CONTACT Status: ISSUED Issued: 05/10/1996 Expires: 11/06/1996 Type of Occupancy: DWELLING Slopes: Sewer: NORTHWEST DEVELOPMENT TOMASO DONNA 22315 6TH AVE S #A308, DES MOINES WA 98198 NORTHWEST DEVELOPMENT Phone: 206 243 -4321 1412 S.W. 102ND, SEATTLE, WA 98146 ROGER TENNISON Phone: 206 243 -4321 P.O. BOX 58628, SEATTLE, WA 98138 • *•k *• * * ** * * * * ** i ********* ** ***************************** it****'********* ******* Permit Description: CONSTRUCT NEW SINGLE- FAMILY RESIDENCE. Units: 001: Buildings:: 001 Fire Protection: UBC Edition: 1994. SETBACKS Front: .0 Back: Left: .0 Right: Valuation: 102,109.42 Total Permit Fee: 1,493.21 * ** k* ** * * * *•k *•k * * ** * * * * * * * ** * * * * * * ** * * * * * * * * * * *** ** k* * * * ** **** * * * *** * * * ** ** Permit Center Authorized S9gture 5_14zrciL0 Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing;. this work will be complied with, whether specified herein or not. The granting of or cancel the p construction: o obtain this ermit does not presume to give authority to violate ons of any other state . or local laws regulating performance of work. I am authorized to sign for and rmit. Signature: _ Date: Print Named Q�s$�s, Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. AMOUNT OWING: 6 104.15 • DEPARTMENT DATE IN .:,..,DATE ' APPROVED REQUIREMENTS / ' COMMENTS Plan Review Meeting 3_.1 t3- (lb 2nd NOTIFICATION NIT: 4 BUILDING - initial review 3f (quo yef& (ROUTE 31 C ONSULTANT: Date Sent - Date Approved - F IREPROTECTION: p Sprinklers 0 Detectors DN/A FIRE 3/Wgvv z'2 `fi - IRE DEPT.LETTERDATED: / („ INSPECTOR: 6(2.15 INIT 5t 2 s PLANNING v Jh L" ONING: Liz L. ,AR /LANDUSECONDITIONS? ill Yes 111 No IEFERENCEFILENOS.: I NIT: i C`1 Al MINIMUMSETBACKS: N- - S- 47 7 E- 02J/ W- /0 4 PUBLIC WORKS �4 (- /��� I 0'7K - � !! ( U TILITYPERMITSREQUIRED? Yes QNa P UBLICWORKSLETTERDATED: I NIT: 11 i ti p-2vmt-F 4(041 on Yottt - F j -j Po 3 h ' 0 BUILDING - final review F (0 �P • • TYPFO. NSTRUCTION: �N CERT 'N °Yes o UBC EDITION (year): 1 C� tc -Its I NIT: 4 '" 1 6 0 BUILDING O FFICIAL /9(c, � } , INIT: /6 AMOUNT OWING: 6 104.15 CONTACTED OF i._, J2.Y DATE NOTIFIED - ill B�� 2nd NOTIFICATION BY: 3RD NOTIFICATION BY BY: (init.) PLAN CHECK NUMBER Building Permit Application Tracking REVIEW COMPLETED CITY OF TUKWILA Department of ComrT r►ity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 PROJECT NAME Dalsz op mp n SITE AD DRESS y l 1 I "1 �v S INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N/A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. SUITE NO. U \i (LS' o0 1,15 02/15/96 SITE D.RE S s 4. SUITE # I I 4/ J , VALUE OF CONSTRUCTION - $ _ naloci•uQ ASSESSOR ACCOUNT # 5 7362.6C O C (commercial) Li Demolition (bulling) 0 Other* 1/4CbN 7 PROJECT NArn��E/TENANT t (Jeo e v�1e &T TYPE OF ew Buildin 0 Addition 0 Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: /v e w S( t� ((--(. 4_ t.A.,,, , ( 1 4 . _ BUILDING USE (office, wareh use, etc.) NATURE OF BUSINESS: tie, Cv,u,1-pC7-ro.0 WILL THERE BE A CHANGE IN USE? 0 No 0 Yes If Yes, new building IDQLK 1 requirements may need to be met. Please explain: Area of Construction: SQUARE FOOTAGE - Building: / —,, � Sr Tenant Space: SF WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ,gNo 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ,. Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER .€0 Jo � „.. -(- (Ai PHONE. 3a ADDRESS () O , (554 51 A 9 6.44 1'e . L1/4-i PHONE ZIPCI �( �� CONTRACTOR N cLi b e v e C vzk e•k r ADDRESS 1 ' ZIP WA. ST. CONTRACTOR'S LICENSE # tia 2-#t by 09 .3 a e EXP. DATEdc / /96 ARCHITECT C rc c �' PHONE �q4 24� 0 ADDRESS 49 -75- 3� c T e= :' cg...-- Au e'" - °(`7� 'ZIP % p(o k I HEREBY CERTIFY. THAT 1;; ' READ •ND.EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORREC,ASW AMA HORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT SIG •� e DATE ? — �y _ 1 / PHONE / b 026(3 ^" ¢ CiiY /Z P .-- � Pr N AME /�. Faci_i� �.-? v. k)e.L.) _ AD 2 - ESS CONTACT PERSON , t 1,/ r S a-� PHONE E 4 3-432 r DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE PLAN CHECK FEE ( L G BUILDING SURCHARGE OTHER: TOTAL - 1 1../ , ) l CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Bou evard, Tukwila WA 98188 (206) 431 -3670 C FLAN CHECK NUMBER id ( w APPLICATION MUST BE FILLED OUT COMPLETELY BUILDINJ PERMIT APPLICATION APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED 3-1-Q-qc9 DATE APPLICATION EXPIRES COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS 1 Completed building permit application (one for each structure) 7 Assessor Account Number Two sets (2) of the following: n Specifications J Structural calculations stamped by a Washington State licensed engineer Ti Soils report stamped by a Washington State licensed engineer n Topographical survey • 1 I Energy calculations stamped by a Washington State licensed • engineer or architect • Legal description Working drawings, stamped by a Washington State licensed arc w i n cl u d e: • • Site plan. • Architectural drawings Structural drawings • Mechanical drawings • Elevations Civil drawings • • Landscape plan • n Completed utility permit application (one for entire project) Six (6)' of civil drawings . NOTE: See utility permit application and checklist for specific utility: submittal requirements, RACK STORAGE r 1 Completed building permit application Assessor Account. Number Two (2) sets of plans, which include: !J Building floor plan showing: •'Entire space where racks will be located • Exit doors • Dimensions of all aisles n Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL SU6311AITTAL CHECKLIST NEW SINGLE-FAMILY DWELLINGS /ADDITIONS v Completed building permit application (one for each structure) r • Legal description T 1 Assessor Account Number Two sots (2) of working drawings, which include: • Site plan ----r (On plan, show closest hydrant location. • Foundation plan Include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross - section • Structural framing plans t/ Washington State Energy Code data ' utility permit application j_.1 Six (6) sots of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. Sea utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS n Completed building permit application (one for each structure or tenant) n Assessor Account Number Two (2) sets of construction plans, which include: Site plan n Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: II any utility work is to be done, submit separate utility permit application and plans. REROOF 1 1 Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof, material being removed, and material being. installed: NOTE: A certification letter is required prior to final inspection and sign - off of the permit. ANTENNA/SATELLITE DISHES Completed building pormit application Assessor Account Number Two (2) sets of plans, which include: RESIDENTIAL REMODELS 11 11 • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, i.e., change of .use) Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space •.Tenant space plan with use of each room labelled. • Exit doors, egress patterns. • New walls, existing wall, and walls to be demolished. Assessor Account Number Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required Completed building permit application (one for each structure) Two (2) sets of working drawings, which include: • Site plan • Foundation plan .• Floor. plan • Roof plan • • Building elevations (all views) • Building cross- section • Structural framing plans NOTE: if any utility work is to be done provide utility permit application and plans must be submitted. REROOFS 1 1 Completed building permit application (one for each structure) in Assessor Account Number pi Narrative describing existing roof; material being removed, and material being installed, NOTE: A certification letter is required prior to final inspection and sign• off of the permit.' CIY OF TU1:.t4ILA Permit No: B96-0063 Addr'ess: 13745 41 AV Suite: Tenant: NORTHWEST DEVELOPMENT Status: ISSUED Type: B-BLDG Applied: 03/12/1996 Parcel #: 736060-0215 Issued: 05; 0s1996 4.14444414** • * * A *A ** ****:**A******** & ef *4 lc •4**4044 4 Permit Conditions: 1. No changes will be made to the p unless approved by the Architect or Engineer and the..i Building Division. 2 Plumbing permits shall...be the Seattle-King County Department,,odbIlc'Health.' Plumping_will be inspected by thatAagency,.ipcluding all gas pipi7 (296-4722). . • ' • ••• • 3. Electrical,PerMits. shall'beobtatned throtigtrthe'VaShingcon State Divi of Labor•and Industries and .all'•eleCtical work wil:Lbe jnspeCted by that agency.(.246-6630) 4. All mechanical Work shall be Under separate permit•isSued by the City: 5. All permits, inspettion re:cords, 'and approved plans.,shall be avai thejob*ite prior to the start of any,con- str6Ction*These doCuMents-are to he maintained and avail-' able inspection:approval iz granued. 6. Engineered:trUss draWings-and calculations shall be on •site, and':,available: to the:buildIng inspectOr -for inspection.. purposes. . DOcuments shall •bear.,te signature' of WaOington, State ProfessiOnal'Engineer. AnyexpoSed insulations:baclOng materia) -shall have. . Flame l*ead Rating of 25-or':.leSs material:shall bear flCation'showingthe'flre;performance-rating thereCf.. ;3. All tobe::done in'conforManCe •with apprOved plans and of the UniformBuilding Code (1994 Edit4on .aSHaMended, Uniform MechaniCal Code..(1994 andviashingtonState Energy Code 9994i NotTfy,the. City of Tukwila Building DAvisionprior to placing:any concrete. This proCedUre addition to ,any requirements'for sPecial inspection. .. 10. All wood .to remain in placed concrete shail be•treated wood. 11. ValidityA,f. PerMit. The i•ssuance of a permit cr of P lans. specifications, and computations shall not b' Con- strued to be for, or an approval of, anv violation of any of the of the building code or:Of other ordinance jurisdiCtidn'.. - permit presuming to give authority to - v1o)ate or cancel the .proVisions of this code shall be valid. 1 There shall be no oecupanc b0flding(s) until the final inspection has been completed by the iukwila Buildng Inspector. 13. APPLICANT HALL OBTAIN A SANITARY SEWER PERMIT FROM VALVtiE SEWER DISTRICT @ (206)242-3236 AND A WATER CONNECTION PERMIT FROM WATER DISTRICT 125 @ (206)242-9547. 14. PRIOR TO FINAL SIGNOFF APPLICANT SHALL OBTAIN APPROVAL OF WAIVER TO UNDERGROUNDING FROM PUBLIC WORKS FUR OVER HEAD POWER. Z. c City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: MAY V, 1996 SUBJECT: Northwest Development SFR 13745 41 Ave. S. Project No.: P96 -0027 Plan Check No.: B96 -0068 Activity No.: PW96 -0103, 0104, 0105 Contact Person: Mr. Rodger Tennison Phone: (206) 243 -4321 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON May 6, 1996: PW96 -0103 Curb Cut /Access PW96 -0104 Land Altering PW96 -0105 Storm Drainage Total Cost: JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) PERMIT FEE $25.00 $15.00 $25.00 $65.00 John W. Rants, Mayor Ross A. Eamst, P. E., Director Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431 Permi t No: PW96-0103 Status: ISSUED Pro i ec t : NW DEVELOPMENT Site te Address: 13745 41 AV S Locat i on: 13745 41 AV S Parcel #: 736060-0215 Wetlands: Sewer : Contractor License No. : TENANT NOR THWES1 DEVELOPMENT 13745 41 AV S TU•WILA WA 98168 OWNER TOMAS° DONNA 22315 6T H AVE S 414.3 Cr1. DESAIOINES',4:WV:98,398 C ON1RAC TOR NOR TINE S1 DEVELOcMENY' 41 on e : _'ft 243 -4323 PO BOX 58628;;: E T L L W/IC: 98 3 CONTACT RODGER TENNTSON A 4, '0.4one: 206 243-4321 P 0 BOV58628, :SEAULE WA 9.8138 *.kk*.kk*.***A****kk/0,44,41,'44 .„ A Add i t one 1 Per mit/it') iiIi4t1 : , ' • - ACCESS DR IVE,WAytTFOR u 4NEto SFR 2-; DRIVEWAYxWIDTH'SkALL OE A 10' OF 5 F 20 ' MAX IMJIM N SHAL ''•&'.11 IN MUM , • Existine Spdare Feet: e: Add i t ona ua re F N ew '. 'ee 1. . CUP1U13 CUT/ ACCESS/ SIUW,=, r" • Final Inspection Approved: Inspector Signature issued: 05/10/1996 Approve! Letter: 05/03/1996 Expires: 1110611996 Watercourse: S lopes: Water : UNKNOW .oure \ . •.:. • 4• 4 1::: i ng roun t:V Va lira t:•:i on : .14. / / / r ... 4, ., ,-,.. a*.f.1 e: of Cons tr ti,cr. k * * * k * .k. k * A lt k lc ** *.lk•A * •4: 14 4 4 14 1 1'k * . k i...,k A . 1 k, k tt‘k"yck..k.k/‘ A ' ft x * k A k 1 * A •17;k •k .1 k..k •*. )1 *0( •A• 1 her e by agisep' i s i t and agree '4 t 0,...a b i.de .- e4p p 1 i c.a b on s of the Li r, of T694,i 1 a.,M0h) cj pal Code . We ag ty of j0:wi 1 6 : 1 be h e l d • harmleq4 fer:f. v11 'n any c la i ms ari in'g 'a s'a reSu 1 t., Of , t1 - vis prfolect Permi t: wh iyh% haYe lapied beyond the eib t ti'l da te :ha 1 1 r tiAiu tl-, a , '; 's .- re -app 1 i cat TOn.. and re i s Soance of the 4berm througW,the C I ty at%an add i t iona 1 % '4: :• i .4., t ee . ''''.!:-. '.... 4--9,*,'.,,, ' 7 ,, ,-,* 1HE APPLICANT . 1vpwT N1 :I. jpY THE CIT,y JNSPEC TOR.I OF COMMENCEMENTAND COMPLE i ION 0 WORK Al LEASI, ,,,,.... 'HOURS IN ADVANCE'. 'i '''' SCHEDULE liA INSPECTION CALL 433-01.79. .... ..4; . Date .00 kqkl Signature: k 4477.* *lc •1‘ 44 • k k k •k '‘‘‘ * '* k kk‘kk * 4 A1 APPROVED F P ISSUANCE BY: JJ 100.67 Issued Br: Date: Y. Authorized P rmit Center Signatuve 41 44**k*A***4**A**Akk**A****A**A**AAk**kAAkk*AlkhAlc4*%**kk*A4k4AkAitAAkAk4.44A4k4 1 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. Address: 13745 41 AV S Suite: lenant: NORTHWEST DEVELOPMENT Type: PW-CCAS Parcel *: 736060-0215 the 4 of existAu rati veme:i,, ir CITY OF' TUKWILA ts, Permit No: PW96-0103 Status: ISSUED Applied: 03/12/1996 Issued: 05/10/1996 AM*1(1 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of busine;s,s—to. sedimentaticn off- site e or into exist i t i es. 2 Driveways shal I +.7.).40. h City re an d r ds. Driveway wid th,.. b 1.1) 1;9 m nfipum and 20:::!?, Slope s h 1 b a ma Ktilqi' m rur r ;AO ,sha a minimum of five . 3. The driv ev,`V s h :‘:1 4 ts 1 op r „; t a 'e from theIAr e not orit`Z.0 the e'...:1 e surf a e 4 fti 4, Driveltays :hat be # 15aved,f6IF' distatIce0 20' \fom 5. WorI lAffeCt:inia traff owt. s ha p he cl os e y to o dAi etif writ t, Ahe C4tv Uti I i tiws Ins eclo. Traffic Con erofftiqns sh301 be.A"..iilbmiAted „f* Ma he .1 for pr r io apkoval ..+% ta ‘,.... '.„..„. •\ 1 i 0 r_ .--- ,. '..,. 1 1 j t t 1 1 r ' / /'...'. . i .-----'q,' A .i ,::: 1,1,c,1,1 . \ ,tirs,,c-, i c, .•-•'' r t. s t, s \ ...„------" le .,;,' 1 /1 • s'"I'' 0. . \.,„ ,,,. .,,,.:".‹,- .. ,.. e t kJ ......._ tl 6 --1,•4",,„,4,,,,,,,p, \‘‘ , J\ ''.I ••■ l • ft. KY ' ' ''',-- 1 ,.., fi a it. ,.1VeZA, 0 0 I re J i iN . -,,, 9: ,. ,'Z' 1 , ) „). t ,v," \ ,„...,,vracv;:,, \t.. ,, c... . eii %f.:D:::: 0.: i t 1./. ?, 417k,f." 1,f4k.1(,,, e.' I : 1:1 . - ,;(: 1 1 S I \:17 0 ? 4..1 t. , ., f J. i t t " 7 e -'1 if 4,40 .1),(10 / rl ,4). •,,,..., .7 ..), Tt.._.,,.: : ., .. f 1 Ai 1-- P ,, ...40 ' .'- :; il i'''''.'e - .11 re, .'... , :, r 0 II" •-;1.1 \`210)&7■, ' . & tik :4 ,t3v44, N N tiP 44t3p: ' 1.■ ',. ....? r ... ■ 0 .... ..... .....' 0..' ,I... .1. Permit No: Status: Project: Address: Location: Parcel #: Wetlands: Contractor: Signature:I APPROVED FO' Issued PW96-0104 ISSUED NW DEVELOPMENT 13745 41 AV 13745 41 AV S 736060-0215 Inspector Signature LAND ALTERING Issued: 05:10/1996 Approval Letter: 05/03/3996 Expires: 11106/1996 Watercourse: Slopes: NORTHWEST DEVELOPMENT License No.: VENAN1 NORTHWEST DEVELOPMENT 1.3745 41 AV S. TUKWI.LA-WA, OWNER , - ---- : - .;:,;7- - -_- TOMAS° DONNA ,..,,, 22315 6TH AVE;a;$-.:4A308, DES MO 1 co INES, CONTRACTOR NOR1HWESTDEVEtOPMENT' . '-'-'-• Phone: 206 243-4321 _ PO BO:588- li:E*TTLE .WA 9'8138 CONTACT RODG62:/,,TENNISON ;1. l'.. ".-'''' .' - hone: 206 243-4321 , - ,., , , .7', j tr, NOR,TOWE:.T....DEVELOPMENT . PO BO H 5862W SEATTLV.WA 98338 44*4 *****4 Additional/DAscniotiph: LAUD/ALTERING,. 40 CUBICIARDS,.., ••• ...: ..„,--,... .... \',..-•.. 1./1‹ .;" - ,..,„ r r7,, Grad ingIF ifil (yarAs)-CUt. V•i k '-,:. .4 0 F1 1 . • / ••';• ICial. 1 .;i% ,•,...•. 10 Perm) " ;,:, Plan Chepg',./Fe 0 1;ther: - ' ! . ....,.,. , ,i.,ai.,.,a.i.3:1: , ,y .:.:. .00.1 1, , .,., ,...•.•,.. . ,, , .,.. ' . : ,• :.,.. *****4-4***lit4* t 1 • ...-•-• .,, . . I herebvVcertify ehae 1 this perlivr:t. andlalow,;the same T l • .- ..•., 4, 4 . 1. / ,•,, ..i ion: ;, . . ..-•., . ... - d urcii ,....,... - , .. 1.. •- ....- ...- to be tr , aut. cotte.i.„ ..• P ;... ,., i pi,ofi..-„,on.:.,a -1.au. cli.l,.4u,e.., th wor )og is \ be k WI 1 (.cpmi? 1 tpd w - whe - .40e. -- 1.-f , j;ed/ h in or ilot. 1 granting of this perT# dot: not presume to give\ or-canceT the provisionSN.af an'oeher state o local/rawS construct-Flo or the performanq\ au ei am thorized:, Obta.i v. ,„.. Altering 40iit': This shall becoMe nUnervoi'd if the WOO.: is hot commenced w0..iin 180 da'ys from the date bf,(issuappe„.'or if the,.:4Oik is suspended orabanA. r d fo a period:.of 180'ays from the2.'lastHAOsbection. , ..,_ -.!,./ . --•:.,;•. . THE APPLICtl\T 1L<I4 p)T1,17 THE'CITY INSPEcTOROF COMENCEMENTAND COMPLETION OF WORK AT LE45R HOURS IN ADVANCL "AN INSPECTION CALL433-0179. / / 15.00 Account Nc': 000Z , -• 1 1 A c coUn t No 000' C • •:-Account No:'0004386.'964 •:"•• ,0 te : 1<1< .4 Pc 444 • It 14,* * .4* 'kVA *14 ft.'4 44.1< . 4 4,4 1•1: 44 44 4 4 4 .4 4 k * - 4 b k 1UAN� kJJ t e Hal Id ) 1 6 9 6 2i, Au .horized Permit Center Signature ***44*********** *********14**4* ***AAA44***14****4*********.4 **4 **4**** I hereby certify that the permit ho/der whose name and address appears on this record h satisfactorily met the standards and conditions for this project approved herein. • . • Final' Approved Eiv: Date: ,..r.1.••••••■ha•A*W••••..2.•*•••••••••••••■•aaas.•on..,...".•••••••••••••••••••.■.••••••••■•••••••••••*•••.—•••••••-••.•••••••••*......4..*••••••■••••••••*••••••••••■••••6••.*••••••••■•••* • • • . , Address : 13745 41 AV S Permit No: PW96-0104 Suite: Tenant : NORI HWEST DEVELOPMENT Status: ISSUED Type: PW-LA Applied: 03/12/1996 Parcel #: 736060-0215 ' Issued: 05/10/1996 *4*1*44 Permit Cond•tions . 1. Temporary erosion control measures shall be implemented as the first order of business—to sedimentation off- site or into , _ . The . s i t e s ha 1 1 It eros i'o re s in place a s s on . ,,, , ,s4,13ost i bl el air 5e r tiLn I g r ad ink b e e n comp 1 e t e d a nA011::::idor si x:O. Yk F; 1. a As ID e c y 0 . ,n . Wiz,...... '.). The L a n d 19: 1pg r rif.4 'eti e 6 1 :b a sed up 01 es d 40 cy . of " 9.V. It t 'e 0 'i n a 1 e .. ta t 1 ,t ex oa ellt: „pp s a mount, ,0,e` . d6y 1' ye r s Ila VP be re qu'ii\ e d, t o the f i n.q,'" ouctp tiiv.y a 9,d p ay hk t1 ti f e r Ch c.: e , n e r iii ,,;$ • - , pr ior I to: the rcki na 1 Irv:a tb ru • 41, 0 , 9•'• t I 4 — • '' ' ' '' ,‘ "tcsq .?; , 0' 4 . Ha u 1,21_ I oyer 50 c... s ha 'I1 Ke' i re '..4,p I ica t i on f or 41 P erny b iii sr t o V an a ..:`,....01...stkt. e d act v i t sf . ,..., `2? '` ...r - ,_ , p R I Or - TO 'RIVAL 41; I (IN ,I,)( F AP H S H AL L P R OV I DE 'R1'; f13Ult T 5. S I Ilk L AN'NOR L P W RECORDS , I : .0C1101-N!1‘ VAL VU E SE WER T SE p k.f WATER - DTSTRil - 414WWATER PLAN. 1 it4z ' c..-- 's-- TL i ,,\'.-, 0 i' J ",,... ' T i l. i t l'Z I 6-1 ts...,4`," 7 r i . , , ti •-••••••= ,: fft i 44 A tf•fi.. 41l,b 4 , 0 r /3 -a c. f 7 - . .,,, .• 4., :1 - \ ‘.f i,,,........Av 1/4 , .2(.„., k'* s \ I . --- -wir 4 ... N 4' ' '---.)-- i / , \ ...— I , I . ,t) 0. 0 ‘4 0 41) .,. • Alai ' ail • . 5 0, ,,,,.... o \ , ' ..., J ';'' li ' - '," , : ., 4 —, .•••.;,, , .. 4 ( '.4'( ,, :''' r1 t / / ,, ; — t". • : I ‘ '...1'. ,4 , = . 4 / s i4 : : i i i 7 /Ivy i / ) ‘ N.,, 'El 0 ..., o ..,,, ,,,,!.,-,:„. a , ; l,:\ Sqi tes.:. .Y.i.1:■?Ar/ 4 ' 4,, 0 tt ,, q. , 46.6, t20Y:“ ° . i.,, • Z A;i• 4 '.' 124 6 k : j Avr/ ,... :v,':;/. l''14.1iN. ...>, tsm. P 0,, ,..; it .‘ '4,. ''',;:?.: .6 . ''4 'P gztv ,^1. ,,6 -1'..-., A. ",-. :9' ' .....e..,.......... 1- ....„, .. - •:,,,,,,,.......1- CITY OF TUKWILA • - • . •• Permit No: PW96-0105 Status: *ISSUED Project: NW DEVELOPMEMI Site Address: 13745 41 AV S Location: 13745 41 AV S Parcel #: 736060-0215 Wetlands: Sewer: Contractor License No. TENANT NORTHWEST DEVELOPMENT 13745 41 AV S. TUKWILA WA 98168 OWNER. TOMASO DONNA 22315 6TH AVE S #A308 CONTRACIOR NORTHWEST DEvp.pmut.- PO BOX 58628Ek1*TLE W1 9LJ2.. SIORM DRAINAGE Issued: 05:10i1996 Approval Letter: 05106/1996 EKpires: 11/06:1996 Watercourse: Slopes: Water: UNKNOWN 206 243-4321 CONTACT RODGER TENNISON „ Y. 1 , 'ThOne: 206 243-4321 NORTHWEST,DEVELOPMENTO BOY.58628. ti'itAITLE'WA98138 #4b41. Additional Permi:t:Destripion: :„:-.• - STORM DRAkKAGE.fORNEW SFR .. , . Exiting. SquA F e e t . t : 4 • - ; ..,,,,,,, Addlt toe ' t : New Squar',.e. Feet: N fr,, ).-,q • .;:,, 4-- ,..-- ,,,.., .„ .,.,.,,.,•,. .,..,,,,.,. 1 ; ..• Inspec Fee:,: .,,,;.,:, 15.00:-.-,‘ ....„ AcotNO': 411 Plan Ohefek.s .',1 75_, lo.opv - Adc t ,NOTY060 LO /a. ,,!, :, ,........, ..., , . 25.0b%, rAL FEES: ,.. v.i J I ',, i 1 . ..,;) ... t.,.fo ,,. •. •. ,, ,, . ,,, King Count,v1Valuaionv::-- '-, ' '0', . :::- : VO kue of Constrttion: ic ;:; .00 .. . ***44 *.k1. *4fi,- 41(.44( 1. 4 *1. ' 1. 4 4.401,*4 1. *..**4*.kec4 k,h1. 1. 4 1. ****..4 .**.*0444,1,4,1. 1.4**40, I t h je 6.: applicAble of the City of 10,;:mita Cod,e/ JWe„ City of Tukw)Iai:stall be held harm or i ar.,i0bv,;6sa7)nesult of qiispr.pject. Permits w19'h Trave lapsed beyond the 64,:ip.Rt.Ton shall j*.luire./.,-4 re-applicaXon'.104i:VTOssuance of the b,e14 ,,,the Citv At an,ladditional - :. ,, ,-, ..-: , , .. • „..7..F.J , -• i. ..•. fee. \::'\1 :, ,"."' ky Al /- / . , .,, „ ,. . , . . . i i i ,. , ‘,....,..,,, .... .. , THE APPLICANTOW OTIt THE CITY INSPE110W:!,a C,QMMENCEMENT ANLy/COMPLETION OF WORK Al C:,EX ',HOURS-AIN ADVANCE TO StHEDUCE-AN I,NSPECTION CALL ,,..,. ,-' .:::,• Date: . Signature: 4kk11; ' 1. 1 APPROVED FOP ISSUANCC:61.: JJS • Issued By: L. t ti■itL(. \fr AUra 10 • /Authorized Permit.'"Centelff'Obr **1.**4k.4 k*,4**44.w.****4,-1(1(Av*Ak***4,4`,04!AX444.A*k4-44.k.4**,44*1,0,4**41,41,4*4.1. *4*.4:4 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily net tne standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date Address: 13;'45 41 AV Suite: 1er;ant: NORTHWEST DEVELOPMENT Status: ISSUED Type: PW -SD Applied: 03/12/1996 Parcel #I': 736060 -0215 Issued: 05.'10/1996 *kAr:M ***•N:A *0* **kA*:a>44kA •k•.M4 *:kkAk•A **F•F *AF* 04*Al•M•6•. ***A4AP.k*A Per''mit Conditions: 1: Temporary erosion control measures shall be implemented as the first order of bus i ne:• .4 pr.:ren sedimentation off- site or• into existing tor;trt ^.draf4.9 e . . . • The s i to _,ha1 I h tir ere_ iori" c 0 0 .. , . 0 � , . , 7 1., ,,fl ? t. in place as soon. �a ticns gr".'1 !'t.p, ha: I:,t'e comp leted 4,111 +z, r. �tc� t o F, ,:na 1 i1.4 spec . t:� ran 3 . ROOF DRA1 l4/AL ': F ''A'RAIIE'.:F'PI M `tit' v1'ND/A1 1 4 . ANY DRAINA L' WOPK. 'AD ENT., F? 1 oPEP'1 Y DRAI!''AUE.'r'�,W /'LE OR FREN �H .CL HAVE '�PE.OMI y JO l FROM ACC: PRl1F'E•RTYOHWf ER \OR' A PPLICAW',;;'JIPLL t F►LAt:E ' THESE JLiPAINAGE4,II'9PP,t:)VEMENT Ot4 Hi...S, F'FfPERTY ` . • • EXI'SJIUG CULVERT ,11.N 41 3A1lEi' `, 47 .114.1212' BE c,TRAIr36TECr EY4,1;UE % \ CONTRi At TOR is ;F'' 1I c ',I•IALL BE4IGHIL 1' 1Ut'lE4:lECF Tfl EXI,'Eitil GWN‘ !.E�R SADDLE OR TYI`?E 1 C:0Nt - : TION TO BE FIELD ''APRROVED "DINATE..W1TH PUECI+r"'WORr; t UTILVY INSPECTOR . 6. DOW CUL CO r. l l!:.r:M3eY IN C •r. s - ,..`...+:. «.1 i 1 ' ■ ' f o r C ITY OF 1LtK:.WILA J' C < ,, ..; r: 4. 4 y � b 0 0 0 4 *w, F,t Permit No: PW96 -0105 , . 5 - Cr u fgED 7 ,49 4±1. 7 3 6460 e • t I .5" PROVED PER PUBLIC WO KS l*TER DATED 6 on PA) Q6-0103,104 1o5 1 E'6' PERE/73 co/marolvs 0:(7, tri r1/ N , "KSA-,4 ° e vs _01 • —.... $ _t\.. c. . . \it. —,..r— • • rV • • 4 0.; Co ••■■••••••• 0,711 p — v 0 (1... O. e et oN. C)1%-)Ai: acp•Ou OdA th ‘NOuS.V r 0 F s brttiev.4) ,9 5(2. - Ng A • e‘ •f. t :15 ° ., '31 _...4 01? e e( c:;2ct. — 4- 3 &et ye 1 ? ewe . 06e4 . it I L r /0 3 T( u RECEIVED APR 3 0 1996 TUKWILA PUBLIC WORKS et a j. e..) Ar a. 1 ;la gr E Ar 0,..1 ""( c.0 ; c 'N. i..HEREBV CERTIF ' • I:HAVE READ;T IISAPPLICATION THE SAME: T..O Applicant /Author'..(`. Contact Person (•rin n. Address: 0 • � � k c P 1 •ectCA c Cr c_...* Agent Sign. Print Name: •l L fie u. v1( 504, s ,s -( Z g Sc 7 ( °c t Date: ?– (a Phone: ,206, 2 c 3 -- 43 2../ ( 3 - Phone: Z q 3 —43Z f Date Application Accepted: _ Ia _ q (0 Date Application Expires: q . I,_ q I n LP PROJECT Site Address: INFORMATION Property Owner: n Street Address: ( 0 ad Engineer: Street Address: Ac&J Contractor: Street Address: King Cty Assessor Acct #: 7 360 (eG -O "Z(.5 PERMITS REQUESTED PLO ae o io4 Pw 96 - P14 51ogg6 WATER METER °< DEPOSIT/::.. REFUND /BILLING MONTHLY SERVICE:. BILLINGS TO: 0 0 0 0 ❑ INFORMATIO :!` King County Assessor's City of Tukwila Central Permit System – Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 UTILITY PERMIT APPLICATION PLO 4'G 0103 ‘ 0104- 1 0 105 13 1 11 Name of Pro ec t: �) ik i * I \J ' \c W f - SF R_ -eu e o / ,a.c .ej Phone No.: A4 - — 4 3 (_ S q, City /State/Zip: c ?cF( 39 d eu e 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.: Name: Street Address: Name: Street Address: ❑ Water ❑ Sewer DESCRIPTION OF.;: PROJECT: ' ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ Commercial/lndustrial ❑ Office ❑ Retail MISCELLANEOUS s s' mew Building Contractor's License ❑ Metro ❑ Standby ,Single- Family Residential ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Manufacturing Phone No.: City /State/Zip: Phone: (206) 433 - 0179 Phone No.: q 3 —q3 Z ( City /State/Zip: #: ,theittOr 0 Exp. Date:07/26 /4 (o ❑ Sewer Main Extension ❑ Private ❑ Public E( Storm Drainage _ ❑ Street Use ❑ Water Main Extension ❑ Private ❑ Public ❑ Water Meter / Exempt:– No.: — Sizes: Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent – No • — Sizes• ❑ Water Meter / Temporary: – No.: _ Sizes* Estimated quantity: Schedule: ❑ Other: Phone No.: City /State/Zip: Phone No.: City /State/Zip: RECEIVED MAK 121996 TUKWILA PUBLIC WORKS ❑ Other: ❑ Church ❑ School /College /University ❑ Hospital ❑ Other: ❑ Remodel/ Square footage of original building space: uare Addition age: /76( Square footage of additional building space: n of existing structures: $ Valuation of work to be done: $ 04/22/92 Project Name Address R7(A5 57-5. Retain current inspection schedule Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature ( _ City of Tukwila Fire Department' Olt 1 7. , • ":77 "";:nr;r:04M77/77:1■777:=.'":11'i-...eViVI.":7;777'..:?:"'"7 '717/17 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 5f / Tii FINALAPP.FRM T.F.D. Form P.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief j Permit No. c Suite # Da e Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 L ** *A *Ak.{*k * * *k * *k * ** *444 *4444 ** 4* *A* *A ** *A *kAk* **k:1*•k* *-4 OF rtiK3rCLr?, WA aNkAgeQ (- T `� TRANSMIT k *k *kAkk *k�*k* * *t: * * *k *k **.,k 1: 1•: tk *:4• **4* **4.*•tnt*kt1•k•Ad*** TRANSMIT Number: 9601)4115 Amount: 906.75 05/10/96 09:0? I'avment Method: CHECK Notation: N0RTHWEST DEVLLO 1rtitr ELB ....... __ . ....05 /11.96_. °123 Permit No: 096••0060 Tyne: Il-BLDG BUll.ti1NC3 PC:RM):1 Parcel No: 736060-0215 Site Address: 13745 41. NV S ihir P&4mc'rlt * A* A*at* * **a * Ait*Ak**A * **•A *e4 *:* *•kit * * *4 *k * k* ** k *'Ak•k * •+ri:A•!; * *A *A. * 'k* Account t Code 000/322.100 000/386.904 CITY OF TUKWIL.A, WA * *A*** * *:'c ** **“.*k ** **• :** **:.** ** ** * * *** *4k***** 'IRAN$MI.T Number: 96003 Payment Method: CHECK Permit No: 096•-0 Parcel No: 73606 This Payment * ** * *•k *•k4* * **A* *A *•k *4 *•k Account Code 000/345.830 90(4.75 Total Fe05: Total ALL Pmts: Balance: Description BUILDING {.ES STATE BUILDING SURCHARGE Description PLAN CHECK -• 1.490.21 1..493.21. 4O0 Amount 90').25 4.50 ***** A*4.•k **:t*•A1•. * * *k * **k-k:t*k•& * *ct *k*4r . k 'A ** TRANSMIT k* *:k *A * % *.kk•k*t*f:l *;4ib A /1 795 Amount: 586.46 03/12/96 11:44 Notation: NORTHWEST DEVELO In1t: SLI3 06O Tyne: 11-OLI>G BUILDING PERMIT 0.0215 Total Fees: 1,493.21 586.46 Total ALL Pints: 586.46 Balance: 906.75 : * *1 * *•., *** *;1 * *•.* *•4 *k * ***A* *o* *A****k***4i .4 * Amount RES 586.46 GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE GENERA TOTAL CHECK; CHANGE 3601A000 906.75 - 2 25.00 15.00 25.00 971.75 971.75 0.00 5350A000. 03:13 586.46 586.46 586.46 0.00 16:03 • Parcel No: 736060-0215 .3itt= Address: 13!15 '41 AV 3 Location: 13745 41 AV S 0 ',4 t4 *A ***4A *4**•4 *•,*f.:A• :44* k* kA **4* *t44A h:4h**4.*.A ;4.444** *•k44 4s44:'.*k4 CIT.' OF TUKWI1..Fi. WA 1Pf114.srli * * *4.4 **.r *A: 4.44'.*4* *ak * *:4 *4* *A4 *kk*•4*.4 *:4:044.4 ** **k'4**4. *44.4:4* 1'RANSMI1 Number: 96004116 amount: 25.00 0::/10/06 099 :12 Payment nt Method: CHECK Notation: NORTHWEST DEV. In i t: MEV -- - » Permit No: PW96• -0103 Type: PW• -GCS CURD CUT/ACCESS/SIDE 'total Fees: 25.00 llsis Pw:I •tent 25.00 Total ALL Pmts: 25.00 Balance: . 00 4* it: 44.4 **44 *A ** .4.4.4. ** *A**** ** * -kk4•* *. *k *k** 4 * *k *k *4.44 *•k **4. + : A k*•Ak4* Account Code D e s c r i p t i o n Amount 000 /245.830 PLAN CHECK - UTILITY 10.00 000!342. INSP FEE - UTILITY 15.00 6 /1( 19 b R#5asci /'i fq a#535a k* ** ***k'#' *4•AA *k.4 A *:4 *A k*•k. *•A A * * *•. *3 ** AiA *:4••k* **zt *A * *A *A-A4* *4 k * *•A k* A*. CITY 'OP TUKWILA, Na TRANSMIT o. *A ** * * *A *k *A' * *k1:k *,vA *.A *•A ** *AA * *A k *•A* * :' Ad. ** * *k *•d::t * *k *A *fi•k* * *A*P. TRANSMIT Number: 960041 18 Amount: 25.00 03/10/96 09:13 Payment Method: CHECK Notation: NORTHWEST t.EV Ir►it: MEV Permit Nu: PW96•Ot05; Tyne: PW-SD STORM i`RA].NAGC Parcel No: 73171)60• - 0215 Site Address: 1345 41 AY 6 Location: 13'145 41 AV S Tonal Fees: 25.00 this Payment 25.000 Total ALL Pmts: 25.0 i3alance: ,0O AAS *h*Av4•I* Air *A **A*A•kA :•4k *A. 4 **•AI *r.A. ***7c*o4k ** * **A ..k.k4AkA* Account Coda 000/245.H30 412/312.400 Description PLAN CHECK - UTILITY INSP FEE •- STORM DRAIN Amount 10.00 15.00 Project: ' . ...a -a . • , .,a. t. Type of ins :ctfbn: Date called. Ii- ---� _ Address: 37 (is L' Special instructions: Date wanted: $ / 9 / 9 (Q a.rrb. Requester: 1 Phone No.: �._ INSPECTION RECORD 1 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 9818 31 -3670 t OIt.,S-r---- Approve d per� M Inspector: Date: q ] /„ / q / , Receipt No.: ppllcable code,_ Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must e be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project' 1\\N -- 'De"^, Type of inspection: (fir W 1 �; na) r I Address: v5 U5 141 � e,1 V 3 Date called: Special instructions: PV,) q - 01 0. 5 C.L' 5 pwato 01011 l p, - ` a b 0055 5) Date wanted: a.m. P.m. Requester: Phone No.: .1-4 Y. - -1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [Z Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: I )/0 $42.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .t M.J r1 . . 4.-%_" 4 JA.• r4v ' 44 C!S{RS.P' } >11._.Q..L?.�I: Receipt No.: Date: Project: 'A f /l _ r v • (lJ . LC�}'1 =�-Q en: tom sype of inspection: C ".► L 1 hAr) f f.,6 (A L Address: 13 W �-(1 A. • S , D ate calle called: Special instructions: Date wanted: 10q * Requester: K r Phone No.: V L INSPECTION NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. 1 1 (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: c (a $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f Project:No 44 / ... Type of inspection: Address: /377 c _. ( d ie.... c , Date called: Special irlstructions: Date wanted: _ 7-26 it Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PZ4 INSP CTION NO. Approved per applicable codes. COMMENTS: Inspector: I 1 INSPECTION RECORD Retain a copy with permit ■■ PERMIT NO. (206) 431-3670 Corrections required prior to approval. • /3/44e_. av-1C /2 &t,c-4. Date: 7-26 $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: '-944te: pot: Doao(M eN T T in rtjon: FA9 ,, 1 /3t cie Li ' /-` n v 5 Date called: 1- 21-1 _ 9( Special instructions: 611.1Z11.67-P 16 u /41-t7 "1 ' coo t) Date wanted ! 2s — 9 (4, a,� em Requester: Phone No.: 24 _ 4321 COMMENTS: Inspector: 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Iita- oO(o PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION PEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project/Si I ■ PlfO Type of inspectiortr Address: (( /J ` Date called: Specs I In tructions: . Date wanted: -� 7, 26, / Ca,n b p.m. Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: nspect Date: 7- Z� Approved per applicable codes. Corrections required prior to approval. $42.00 REINSPECT [ON FFE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (206) 431 =3670 Project: k �� e� Iq� e O Wa y Vti S r.Q C.,1101-- Address:) � , r , i o 5 , Date called: / , ici ._ p Special instructions: Date wanted: , ZZ , G i W ! Requester: Phone No.: 4 I _ J INSPECTION NO. CITY OF ;TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. Corrections required pnor to approval. 'COMMENTS: Receipt No.: INSPECTION RECORD Retain a copy with permit ' Atli $42.00 REINSPECTIO 1 FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 Project: , Type of inspection: • Address /3 7 / ,/ , Date called: Special instructions. Date wanted: 94 .- a `" Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. fi (206) 431 -3670 Corrections required prior to approval. COMMENTS: ,r / /! 7 C J 5 ¢ a/1J. _ a c, e/ e- 3 % •--11 r oe -- � . �r up/ e�1.e6e0— / . ,/ak U 7'o -✓4 k- et/4A Inspector: Date: 7-r /q, 9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i- r COMMENTS: 1) 6 k,) ELECT CA 1 nJSP +o >J . PP-Ov 19 ( r &VIM v 6A/2424" o p -. N! 'a,.J9 p.. R NACU. 3 r dsr 1 fi G,A (GAGA" - 5 t 76 P 4. 0 • IF) Pilo to< - it 5 Pgt,S. . •• • L S i NS' A... T1✓c ri,.e0 !,.) s (3t19Pow . G W < -17._ ,ztird1- w t 1..106w - (x $ ' - 70on- ntr� -oS s PPi rJC -�. ` 7 6f STJ f` il--- f 1 ntaN . �X��s9 1n1Su(49 anluzle. 11, A6bvv bus - LEvrL. AT '6' V i q) 0arA,1J m Ft oi,i tram. -P 4 — A to) ,Nsesfe)d p i r y b e r aopm 6 Type of inspectio cm 1 N ET M I 6 1 r 1 A ^ V s Date called: - 7 - 110 - 9(' pecial instructions: Date wante a.m. - � � � 1 p.m. Request ' ENN i 1:4\ Phone Nc ,f 2..i INSPECT! • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 B9(0 - 000 PERMIT NO. (206) 431 -3670 'Corrections required prior to approval. Inspector: 1 Date: it 7(WP $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: 9 4, Type of inspection Address: / Date called: Special ins r ctions: Date wanted: 7 — /2"--CIC Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 11 [Receipt No,: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206) 431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 � ‘,97-"&t, 0R . L ,4 - ,5/ , AJ, LJ 1.--ezet (77.0 2_14," rtfoop. Inspector: rte„ iJv'1 Date: 7/42.44 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P A o t : t*Ain.oPyliovr ikEOr510ftpati67' NA/anti Date called: 19 , Zi _ 9 %946 !At /� A d Special instructions: Date wanted: 26 9 e_ m r t to .. Requester: gL. c Phone No..4 r L INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Approved per applicable codes. COMMENTS: Inspector: 1 $42.06 REINSPECTION FEE REQUIRED. be paid at 6300 Southcenter Blvd., Suite 100. Corrections required prior to approval. Date: i Prior to inspection, fee must CaII to schedule reinspection, Receipt No.: Date: ',u?... 0;4 Wsaitt 4 P_rpletrt: of Y eLo to Ar y aictiOn. t~A ! uN67 Addre 13 - 1 1. 5 4 1 A 5 Date called: — 2 -�� Special instructions: Date wanted; _ Zg _ 9 a t0 U cN •'J) Requester: Ro&I EE.. Phone No.: ` ( I per applicable codes. Approved I Corrections required prior to approval. CO MENTS: /1 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspectoi: ! I Date: INSPECTION RECORD Retain a copy with permit 13 - 00(0F PERMIT NO. (206) 431 -3670 6 28 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of inspection: .c46, ! r+S(4L - 1. A A ILA> \��t� cAL. 1 -1 > ), ti T14 - Z - r r .) SI 1,=- - " . wiv.c... Z To -TV • of -rt.I .Jc-7, , Requester: oh— .T c1 i.\GL_ ,z. ,,,eve,.. , i ..,. .. Phone No:: Project: Type of inspection: Address: i!.7 (It A4- S. Date called: Special instructions: Date wanted: ` Z5-`7(.. a.m. Requester: Phone No:: �arc�ir+n�. �.Ytla.'�.vXRk �!. YC. eaxL'r. �' smseaw.w.a mean .rs.wcavu+a%�ri•muaNJfix'+LeOC•r: ".. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 431 -3670 Corrections required prior to approval. Inspector: Date: a-• $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f?�vt: r et., vpm r - T pectin stir cA19:6 4 i A U S Date called: s � 2g , c Special instructions: Date wanted• -- �— Zit — m Requester: R r - R- Phone No.:2A3 — Liazi I: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. � Corrections required prior to approval. COMMENTS: NC1T Com S`�s z 0� thrIG., 5. Inspector: (2 SI-t_ Date:S 2.1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Call to schedule reinspection. Receipt No.: Date: t ; Fr ed' el lit 4 Of Ve- oP/�1�'`�I VD f i : - - ( �� O A" wA�5 r 9 At s Date ca�le'd:5 Ito - p co Special instructions: Date wanted:- - ( � -1 ` G F esmj • Requested „ 0 - Phone No 7 —0 3 2 3 INSPECTION NO. CITY OFJUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: [1 $42.( 0 REINSPECTII FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: /1 U It-E� � 1 64AT Vt:7l..r . D d vA- .71..S -Da NT' �^ ' ` C4 - 4 , '6 CA- o3C1L- A 'S II 1 v ° "C 1% DUA 1N 1 M PLC. V � 1 "1 4 1 / ` 1 v Cj 1 Date caIIee :' ^,_ 14 ( , q �O J 'l I Special instructions: t o . 44„,,,,,)& ,,,—Ur ,( Date wante ir; _Ito p.m. Requester5curr Phone No m 1 10-2.3 WM W 6gr Dt tiabPAY T i_ nspeotion: J 1K56,lf � � V � 1 "1 4 1 / ` 1 v Cj 1 Date caIIee :' ^,_ 14 ( , q �O J 'l I Special instructions: t o . 44„,,,,,)& ,,,—Ur ,( Date wante ir; _Ito p.m. Requester5curr Phone No m 1 10-2.3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: „I...1z_ Date: s_ / S'S �p 17 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 4 CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: /V (�� eue Pd c 3 K 5 2 SPA. (c t CA 14 . 9 3 P%-ooa7 PROJECT # 896) a -q3 Agent or Contact Person /Name /Phone: ( L.. i so Site Address (Attach map and legal description showing hydrant location & size of main): •/3741 g • 4 ( 54- by 4.0 c (U d (04( 5 U(e�.� i ✓� 194 /r 4 4(gO(O -0(3(5 2. This certificate is submitted as part of an application for: /residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑' Other: 3. Estimated number of service connections and meter size(s): 71 4. Vehicular distance from nearest hydrant to the rear,of the furthest structure: ft. 1'�ePrR -�cST NY. l v vbnl j i5 2$0 i►�C� W' �1 -i-►t� f hOrcV�y 5. Minimum needs of development for fire flows: . . gpm at •a residual pressure of 20 psi. Source of minimum flow requirement: ❑ Fire Marshal ❑ Developer's Engineer ❑ City MAR 121996 ❑ Insurance Underwriter ❑ Utility ❑ Other Nu t i u` W 6. Area is served by: (Utility) Owner /Agent's Signature: Date: (Reverse side to be completed by water utility and governing jurisdiction) RECEIVED 05/06/94 PART B:. (TO BE COMPLE1 fl BY WATER UTILITY) • 1. The proposed project is located within cl1�w t �-� k vls (City /County) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of /0 7& gpm at 20 psi residual for a duration of Z- hours at a velocity of / S fps as documented by the attached calculations. Agency /Phone I hereby certify that the above information is true and correct. c Pc9cLiAt t o-r . ocs>r 25e— 3 - 3 V Agency/Phone q 7 By Date By Date ❑ System isn't capable dip service to this project. 2. Minimum water system improvements: (At least equal to B2 above) PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. 05/06/94 I r , r �r J * 1 I ci 1 ., v Pi ■•■• N �1 1,1 is it .$,, 4 • `I w• ~ / r •e28 /17 Ono AVM '1 YNIOUT'3 01 •15 N110 '5 "J 'S "�A'� ONZb • �t' "t� -cc1./Y Alj 1 I � T 9E w " .� y l�'1 rI 87 11 ✓ 1c mfm.isr)) S •ZAV 1SI0 A WORK nr i‘') co ,4 t .A _ r..∎- �'a p '7 ••1 Q � u 0 0 0 4 I-4s( 7360 — 0 r 1 ' • .,r d;'.' x' N: rs:•: G: eT�' R( Ahk�l: tx.::Y(s^;:?.:'GU!?l':i!•.�'.". `:.A.'Clviv'. '�':kr.KOa� 5c �"^; :y:e;«... ,o M 4 M ► \.,.. j_ - nef_ 4-4'. 41 d 42 L.7- /0 f3 4 Rob b lu s (/ i ew T& • Add -i-0 IQt v e2"Tooka 11 5. , •f co 1 0Pn. Zb %C O o' CITY OF TUKWILA APPROVED MAY 0 9 1996 AS KU 0_00 lG D1 ir RECEIVED CITY OF TUKW MAR 1 2 1996 PERMIT CENTER olv -ex.( tia, e -t- U Y eF TUKWILA .t' ;tl":4. }:Cak2:f:: ,•,�,:`i: .`2•'4:• >YMv.;akv,k.,,,:..;. ^;i•,�.,Q;• kY•. >y;:.' v'R .vc' :k• ^r.. .3: ., •:i %t;�: <;..;. % » „ C `A.::ty,,w ".kYYi:••^::: r•., ..,ti ::iR2 >,:;:d'al .. . :.n,.e�:'..:::>,..:.,. ..ro..., ..; �:n.. >n , ...::.i':.k , .:..>.. • .,x.`.a...:d .?.Q, .�... >s:3..%i':.. `>)Sk�kSCx ).,y�c. ,.. >.,...•�, »>..c. .•.L...4 . %, o ..n. 4... ..A?3 a.� w.,Y, Y•t'.<: • 2:.?+: :. ;h :.,...,.�.,. 1 w. ..... ..k: n:c+l, •.�:... .. ... . #.:::::... .:. .£�:k . ??} .... xn .`TC...f., #... .. ........, . �a'�'da>v°.3.. Instructions: 1) Carefully review the requirements of each of the options below. Choose an option titafbinritiitiFyour dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. 2) In the shaded areas on the pages that follow, make checks In the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individual R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal requirements of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. HVAC AFUE Glazing max: % of floor U -value 2 Door U -value (R- value) Ceilings: with attics vaulted Walls: above grade below grade interior or exterior Floor Slab on grade OPT II 12% 0.65 0.40 (R -2.5) R -15 R -15 R -10 R -19 R -10 OPT ill (R -2.5) 8 :,N'k w :'•.' OPT VI (s 2O s) OPT V11 (s 2 swiss) 0 Footnote: 1) The "z symbol means "more than or equal to"; "s" means "less than or equal to ". Plan Review (For official use ony) , 1 WSECRosiaw tial Com ance' Chen List; Zone 1 Selected Option is appropriate for this dwelling design. YES No Optiort - = may be a better choice. Notes: Approved by: Date: 3 / 4 WEESMORADrMAY 31,1991 Page1 of 6 No Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? £ t ). , ;, -, , 'I , , > ' . 64 t ( 1 4_. U . , Yes® 6. "" � ..-\: _ U . U Yes() 0 p U :" ( Yese ( , ( U.25 / Yes® - J 1 I, -i- (& U ,; ' Yesc 2..0 (r.(r `` ! . , D C U . j ,' YesQ f 1 ;:_`. " - ,, c, c U Yes F,'(: `76 ":- r - 7 U a i- Yes() • i U .1 t Yes { .. U / Yes0 7) Single Glazing (No more than 1% of heated floor area before doubling, S. 602.7.2) U. Yes 0 { . Type: No: Area: X2 U YesQ Type: No: Area X2 U YesO Untested Glazing (use only default u •valuealn Chapter l0,S.502.1.5.1 (4)) .. Type: No Area: U Type: No: Area: U TOTAL GLAZING AL G AREA l GA A dde 1 0 column) (Add entire oum COMPLIANCE li REQUIRED, 1991 WSL RESIDENTIAL COMPLIACE CHECKLIST .:s(siiF 1=1 CI INSPECTION APPROVED IMPORTANT: Please supply Information In the shaded•boxes and check the approprlate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. FRAMING PHASE (Continued) Glazing /skylights by type (S. 302) or ;tir� ° !o ( Qp tlOP , El (12 Documentation ln 4001000 t, U values shalt be justified by Mir T esting re See the Washington glazing directory lowest glazing area .602 8 1) fs derived by "taklr g the the oral glazing area and dividing by the total conditioned floor area of / 1 Ft2. 100.:Thls value can't exceed the glazidg percentage for your selected option 0 !,0 0 Pen 0 rs Glazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : CIfixed site built: stops with sealant. ['operating site built: weatherstripped with clo er Concealed Insulation shall be placed: (behind shower/tub 0 behind partition studs /corner Standard alr leakage (S. 502.4,3) caulking is complete and installed in the following locations : 1) between Sole plate /subfloors 4) partition stud penetrations 2) wiring/plumbing /duct register penetrations 5) light fixture/ flue penetrations 3) rim joists/mud sills (heated lower floors) 6) around window and door fr -- a Page-2' of 6 Location Minimum at .25 w.g. Mfr./model Fan label CFM(.1W.G.) Kitchen fan 100 CFM r.: ' , c' , 1 . '",. . / Bathroom fan( l' ) 50 CFM E r ci Bathroom fan( 1 ‘ '' ) -50-ErFtvt /.:' • / /* : Bathroom fan( ) 50 CFM Laundry fan 1 50 CFM ,.. 0 50. CFM (1-2 bedrms) 7 Whole house fan* b 80 CFM (3 bedrms) (choose one) a 100 CFM (4 bedrms) K-, .. • 1 /(')-.? COMPLIANCE • REQUIREV 1991 WSk RESIDENTIAL COMPLACE CHECKLIST . • • 17:1 INSPECTION APPROVED CD pageArot 6 [ 3 IMPORTANT: Supply Information and check appropriate circles in the shaded boxes. Disregard topics that don't describe your building or equipment. DC) NOT place checks In the two left columns. FRAMING PHASE (Continued) Exhaust ventilation shall be provided for each dwelling unit as follows (VIAQ S. 302): $ shall i be dehuit)idistattp t with a whole house lan to supply lresh air•to.the dwefflng: Yes 0 No H yes, a 6" outside airinleiductw/ rnotorized damper shafl run from the building exterior 10 10 . . .............................................................. •) ModificaUons 10 the above integrated : b0rc alr system may requiro porlorrnance testing in a 41;U:d01*".166(0:::', • •" manner acceptab!e 10 the CI Mechanical ventilation fan ducts shall be z 4" and properly sized using VIAQ,Table 3-3. .............?:)....ii r.,......:'.,....„..........:.:6k.t-..:ANi:i.:,..00plp.....,..;;Iii*viA.:Iiit....bpdf`..........;&bi:jp::ir.:!iiiiiiiglFOril...:. .. ,..,,:....,.........:..:.,if.0pfit.qyp246;::iiq9,!N;,mi($o,q.I.iii.;;;f:..:4j.i::....p,,.....;;...ifi4 4i.a . fob ... ;::lp ,.. p ii. ,. :.,.,:..::::.i.,:,...- ,......„....:..si.,.......a4.6t...#9„...gd2tor.:-..fioog19:...../ii•:::0,p...............:„.....i.::::::::::::::::::: :,::::::,:::: • ••••• .:,..0601...... ,,ctnti, i:.4!.,.......:....4...:::::::thry„..v....:,......„droo ... :::1,.„ii is 9 i:.....,..,,,:....,...:::;:swAh...:.;y11!.::......,...,...,... •':::..• i.....:,.IttiwY.!.!..!,.....,,,,.4iiiia1719!•::,...::•vioc.....y.F,.......„,..,........iiid: f or ..•::::::::::.:, kiiiiiO.i.:..,..::..,:.:.:...i::,.'' 3 02 :6 >::. :. . e:::0t. ....... ... OieS...t.......,::•••::.,...1.:. ed!9.,,,iiw,l.pR.,,,...rlitelk•v....ioedq19.....7,..:,:f„,:,....fji;.ip.7.,;...:::.........,e6::',pt'.:. ...;4:,;..j11.. i'.'i....' a9.... ...:::,:-..46t.OA,..v."::::iiiiiii,41.,...:,::.,11.::.15014k..,*:.:It.cief4:•94,;'cire:;9r'n....:.ari::...44,:::::::g::::).;!:::::.: ikis:,..,,..".16644....i.itd:y/#,.::...,.i.',:(wifit6h?.09..,..:,,...,*m:-.pli# .: t ::. :.........,..,:..... ... g•iiii...09......,•,...,...:,..1aioa:■•.iiiii00•H].::::.,.,:41.::en.A •••••• ::.„..e..sea.....„..;:,.,,,,,,,,..,%e,..:... ?.....,,,:i.,...,.' .... • !±...........,.....iiiiiiitliA,,..:,..„:..__,::::iit:fy.,.......::::::,,-ag":4'.....,:"....i.•-• iked:,,..::.,,,.....iA......"disaq!.,'r,i.....,""bict4 ;ltiril,;,..i.:4,„......fce9,:,,-i'..',:..:0;:::y......,......„ ......:„...tay.....,.dd:.Eili.!..::.:..,..,,... i...,:mar1.....,,,,,::::::,::::::::::::z:......... liq . .....;deP,,... Iii.ti.:'!''' .. .:tiOl'egi,.:.....to:E2P.„•:...:abp:::•,•••••,•....',.ato " -...... — . ......"-::•:ii-al,"7•''''..4.."1ittig•°.'!' •'••.* '..ca,.::.P, ,...........3::teqi:... brot,!?,......,:::...:::::::::::::::::::,....:.,,,:::-.....: ..,..0.......„...,,,ie0::..:..... •.:.iitissnb:::..4.:„.„:.,:.•::.••;:fi,,100::p..:•.:::::::::::;:;..4)27i9 ............... .tre..,:.:.:,..„:::•,••,...,.....•....... ...:,...:::::::,:',.,:::.g .•':::'16'.:iafe0 Y1.„,.'ij:Iiict45.1.,,,bbi(01P!......:''''''. ....,i::•,..:if.,..f.':: ::::::.•.. :•-•obils-....,..,,.....,'".:-.fita:::cy.....::,!...........'....... • ...:. • R. ............,........1144t .....::;. ......................................................... boar..:...„:,::...,la. insY .........„....... :::.909 7 icTriiiO.mii,i..i.i4t.,::P9. .:iig4"67'o41.4*7:i.g0.47....FT....T,'!.!.,"..'s ..,..:Arly.: ....., .. iiar:40P1.::::,..:;!.::.....''.... ,,,,,. i..,.1.........:..-...:•••:.•••• ... „ • '...----.11'00-., .."-led:be.....::•.:::,..::. •,••• •:: ..... ., WSEC Framing phase requirements: Inspected by Date 1991 WSEr ESIDENTIAL COMPLIANC CHECKLIST [i]Wall rim joists =shall:tirsulafedtif ±n resson; (Options 1,1 R-18 Op 111 V Vt} VII x; 2 • :':: # % {,• : }.< 2 y.�.,t,. o-.4° },,, < �4r , lated wi y 3 . 1,f:i }:iL:.t'A []a Interior below> grade walls shalt i nsuthout comprossio • 15`(Optlot?S.I � s £ }k�R :1.9 (O ption . l1f, r iV, V Vi • • Ya0110 e lli n gs 5�l b itt su t ate d wdho co presSI t R 0 .mss:•. >Etti votope >Ixlaotef:stlai 0 / 01 <aindJlal i>j x� M axlmum heatdngay emro utput HIg h • etflclency forced air tumac t�iaca l ° °:lis t8d��� 11��i� ; 2,f2.::k.•:..::. ?�!' o :j,. •:S • <;,r,.�ji:...w,:� ):w"r`� %,.2.}..�; •3.. ' :i2 +�k2:f , :; >wW,.: i:j;:.`,:' <�'<ri::r::'2F::%j {k ' {r'f,L,}S' { "f5:3 }:tik� :,j.,q,..,:ti•x•:<:•,:'' °' v: } '..._ ^•..i .. .F.. . 32 :K .;,,, ....�':.,,... }: 4:.: �}. .2•r,:?.'. k• :j 2$` �'n•.;i a> insulated without oompresslon;.•an , > 1. Asa. o ft< 111P _I V O R25`( Yll� � ��'•' 2 . ,tlhgUtttomp ass t .cafitQ i . It w R. S`b QPr1,.onik 4 `v ` yi .� %#53,.? ' i ... -F .,o .R.. -,.. U >o firms if :A s, � on vaulted �Itt.i celtln lo .00r eyatetp.a }steal 3m Oriii a•.f.'•:; . . } A C S r f. ,;R,r, y .:.r 3 . <� S •:off: S)F. Y ;'`2 <. .. >fi I , f <£. < 3 r ? (3 S ,.; > , ..£::.•32� • :2:.:.:.. :.,:;;8 n ; ": : ':2.> v >. >••J <•} •.y:.:j ,'22•R:;: :e•:2� <::`: ' s>'k` '. }:. :';. , �. >., ,.oi <..;.: ..:, } �:, • s },. 'j »,::,.. :: :: k.:: i . ,, ; >C�. . : :, ..Z?>.,, r x< ..2• :.. �d. 3i'. ?ati2'3,., .>., . j� a' .. ) . ; : j ,.. ,. <.. :} <. 2 ; . #:3: ..4 .,.fir. :..\ � „xojG >:• > r } x, $.. Saf.j?? x., .:£ >.3 >. <..> s :�:... •.sF �.• :.tR{3f;f: ,•. >;a' ?i3:.• ....,.., , ... ,:<. 2:.... Ak:};.: r:.,:; 1,:. 3 s .:;.. rti;..,,:,. �.,::.? l::< E•: c�::.2: \: � :q.:.},.;:. :. }:... INSPECTION APPROVED Ea/ IMPORTANT: Please supply Information In t tided boxes and check the appropriate t ra circles. Disregard topics that don't describe y building or equipment DO NOT place checks In the two left columns. INSULATION PHASE Exterior slab Insulation, 1t not located on the Interior, shall be R -10 (Table 5 -1, 6 -1), Exterior slab Insulation matertai, if present, shall approved for below grade use • abie'6 -2 'A!I options) 0 Skylight wall Insulation is installed and equivalent to the required wall R- values above. . ..:. ... ,,.. ,. fah. :. •, Yti':•'f: ;n > .: r� N'>S t. S... g. C ^'3 }.;o. °.::•,:: \:':`. °.t >}'.i A i^^: < :<:, �: <. ,..::,.:. S „-. >' 7. . ,... ..,.. .; •. ... "'o::•_< .. ... . .: ..,.. �..: ..•.<:• ...r .... t y , 5 3 ::J2..;:` :,:h # x: } ;, ;.. >.L fi r; %2 r 5>:•.:f•: � ^ ^ `, V she l b I nstall ed >towar surtade a prs tin b0 vk. 50 2 ,' K• {:: .i...4 ••; . § 0 . ! : >x: • ::: <•C}w.e :::: :.yft t,...• t }.. :e.. :,4%., : � ' ?2 5o. ti< .fT.?S o-"•', %� v0"., e t e t o ne op ilotl t or t .floors„waili and ap�iro prtatw A��£ � ��` • #'CtiCi w ?'� 1 �1\s 4 .. w °,1. Alt•?' 3' ? Yk exterior' '4 `e > rt 'fed ba WSEC Insulation phase requirements: Inspected by: Date FINAL PHASE Page. of 6 Fire Department Review Control #B96 -0068 (512.5) Re: Northwest Development - 13745 41st Avenue South Dear Sir: City of Tukwila Fire Department March 27, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. Thomas P. Keefe, Fire Chief For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$.4404 • Fax (206) S754439 : t 0 fuiticq:NOtag 1:k.i. Q.e.rtii , . AlAtioNotiTe.t:. .. , ,. ; .14.#1!. .;.;,....., . • •,., i • . 6 *.:01400 .:. • .....{ . 1. ,;, ..; 1 ... ... . •• ,i .... .1:. :FlepiimANNNUytitil ..Y*.' - . eN • 01 • „ , . NORIRDIY.01306 g A..r.it:' vEi• . nit.T . F•' . ... ..09/E6490 O 4 'IPA AP i .5 • • • DEPARTMENT OF LABOR AND INDUSTRIES HIS CE THE PERSON NAMED 11REON IS REGISTERED AS pROVIDEU By LAW AS. A • • • t ,4 • ' :1 4 NolittiwtsT. l 4 1 E.',S.N.'":1 N. 9: ,:40 . SEA.T..fl . .. 4 •.E4WA:•:;':981'4A • .•-• • • • ...:•••• ..• .•.•. ••• 4 4. SIGNATURE • ' • .":4,1: STATE OF WASHINGTON FILGISTERED AB pflOVIOED BY LAW AS.N. ••• • • • ': • ' • • • • .• 4 . NOTHWEST...0 . EVELTiO:HENT -1.41:E 5 14-10END .400 SEATTLE WA 98146 IssuED BY DEPARTMENT OF LABOR AND INDUSTRIES F826.0:52.= (3.112) • RECEIVED CITY OF TUKWILA MAR 1 2 1996 PERMIT CENTER i FL Ir.- 4.1 - , ��� ILK "oiF Ao1, qi=� JP so" P P ,Fti Fi - A00, LEFT ELEVATIO 1/8" la 11. CRANE DESIGN INC. HAS TAKEN EVERY EFFORT TO INSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL D 'MIENS IONS AND CONDITIONS PRIOR TO CONSTRUCT ON. —The Contractor Shalt Check and Verify All Dimensions. — ckIMU O 'loll ,may t�v1111111 I 20� REAR ELEVATION 118" 60° APPROVAL OF TUKWILA �BUILDING f DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUDKdiAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. FRONT ELEVATION 114" E5Gib......D NOTEI Contractor to check and verify soil and slope conditions prior to construction. CRANE DESIGN shall be notified of any changes due to conditions on site.11 1 unaC Stan U sub;ect to errors and omissions and a - : l of plans loos not a - violation cf any acoptcd code Rso&Npt of contractor's copy ci ,0 By eq almmtmil UN MIME EN ME ME EN In MlSZ1411111.11111 1111111011 BEENE mum HUM mum 11®! ®01A 11111 12 LI ME EN 46140 laallatelffir NM Mir L MM MM I J 1 iI 111 rr, rrrr rrrn BUILDER SHALL PROVIDE TIIREE MONTH ETCHED TRACK RADON MONITOR WITH INSTALLATION INSTRUCTIONS AND RADON INFORMATION SHEETS AT FINAL INSPECTION. 1 -1OUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET FRONTING STRUCTURE i 6070 0147 RIGHT ELEVATION 118" SEISMIC ZONE: 3 WIND SPEED: SO mph WIND EXPOSURE: B OCCUPANCY: R3AJl — Ix� fps >A 12 o.1-141-16 IxI �� lp -- G>" 19RA.,E - 4X2 SEPARATE PERMIT REQUIRED FOR: Q 1 (ELECTRICAL L LJ GAS PIPING CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA APPROVED MAY 0 9 1996 AS i'dOIED � BUILDING DIVISION RECEIVED CITY OF TUKWILA f -L R 1 '2 1Cn PERMIT CENTER I 1- 111.71I i l I- 1 31 - 12151 -121 All ideas, Designs, Arrangements, Drawings and Plans Set Forth On This Sheet Ar The Origin (Work Product 01, Owned By, And A e The Properly of Cr no Dastg , and Use 01 Thle Said Work Product Is Limited To A Specified Project Of The Purchaser, nd For The Co struction Of On Building, Any Usa, Reuse or Oeclos re Of Said Plans. Reproductions, Ideas, Designs And /Or Arrangements Other Than Crane Design le Strictly Prohibited By Law Without The Written Permission d Gans Design 0 Drawn By: Date Sheet of 5 Plan No 022891 j17. Lr 1 T -AZ tic Pt.-. I-I - A-I -, a'RLV FOP PL- 11 T - Ar>•A13 ± l' eCTF 4: 1)4 El— - A LEFT ELEVATIO 1/8" 10 . CRANE DESIGN INC. PAS TAKEN EVERY EFFORT TO INSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. — The Conlracler Stall Check and Verily All Oimeneb — chIMllb/1aP 2 d asp; Ay — .YFntll� Ic REAR ELEVATION 1/8" FRONT ELEVATION 114" NOTEt Contractor to check and verify soil and elope conditions prior to construction. CRANE DESIGN shall be notified of any changes due to conditions on site.11 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUEXITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FECS 12- P RIGHT ELEVATION 1/8" BUILDER SHALL PROVIDE oaths MONTH 1)101113D TRACK RADON MONI'IOIL WITll INSTALLATION INSTRUCTIONS AND RADON INFORMA'T'ION SI IEFTS AI' FINAL INSPEC'T'ION. FILE COPY I understand that Cn Plan Cho :o cr. era subject to erro. rs and omIssIon cnd c, of plan aCoptod Coos code% note �I - Notation of sny J ��'! • Receipt of contractor's copy of apps• v R No fie 1_ 01b ll►� SEPARATE PERMIT REQUIRED FOR: NI L ELECTRICAL L7 PLUMBING 'GAS PIPING CITY OF TUKWILA BUILDING DIVISION HOUSE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET FRONTING STRUCTURE SEISMIC ZONE: 3 WIND SPEED: SO mph WIND EXPOSURE: B OCCUPANCY: R3/UI —Ixro TLS &Eclik Ix� ccialut - (J SYf:L saJ6 12! - 62 CITY OF TUIQNILA APPROVED MAY 0 9 1996 AS NOIEO BUILDING DIVISION ECEIVED CITY R OF TUKWILA PtAR 1 21995 PERMIT CENTER r s - 17 1 - 3 - 25 All meals. ooalpm. Anengemenle. ()rowing: and 'lane Sol Twill On Thla Sheol A' The Of 1910 I WO IL Product 0,,Owned Sy, And A e The P rope rly 01cr no Dnig • and Use 01 Thle Said Work'roducuLLlmited To A Speared Project 01 The Purchaser, end rVh Co ebuclbnq On Building. Any We Red or meol ICJ Drawn By: Date /q/ Sheet of 5 Plan No 022091 Location Mlnlmum et.25 W.g Cilchen lan 100 CFM : 3athmom lanf .2 1 50 CFM sundry lan 50 CFM 0 Whole house at • (choose ens/ 0 50 CFM (1 -2 bednns) 80 CFM (3 bednns) 900 CFM (4 b¢tlm¢) '14ac_A_t- J -/ALLG - •3 rxr r J veLJE - ,1 c1 h. G 1 L-JD -, Ij -v&ik ffi� e4' )I.A -AJL T@ 1 u L.1J 1-- 2- I cl` IN, it11 1�iJL_- R' -o Cod I Ha F . I d Rd.l PRiz LIVING NOTES: 1. ALLEXTEERIOR DOORS TO BE 6'-8 x 3' -0 WIDE(MIN) UNLESS NOTED OTHERUISE 2. ETERICR DOORS TO HAVE MAX 1 • STEPS W1T4 MN. 36' DEEP LAND(NC- PER SEC. 1004.10 UfL 3. PROVIDE FIRESTOPS • ALL CONCEALED DRAFT OPENINGS PER SEC. 106 U.B.C. 4. ALL 514OI1ER ENCLOSEURE DR TO OPEN OUT IN NOT SLIDING TO BE SAFTY GLASS. S. PROVIDE 6x POST OR el CONC. CURB TO PROTECT 140T WATER PEATER 4 FURNACE FROM VEHICLES. MAIN FLOOR PLAN 114" SMOKE DETEGTOti SMOKE DETECTORS TO BE INSTALLED IN ALL HABITABLE ROOMS. ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS. HOT WIRED 4 INTERCONNECTED WITH BATTERY BACK -UP GENERAL NOTES + All headers to bee 6x8' DP 42 or 6x6' 0891 (2x6^ studwalle) unless otherwise noted. * All exterior 5 garage warm Walls to be 2x6' studs. • Contractor Shall check and vgriLy all dimensions prior to C Sheets ti1n. • See sheets S -1 through S -4 for construction and nailing Specifications. • innterior erior walls over 5'0' refer to typ. inter. wall • sheet 5-3. • 6 downspouts to be provided as under all by code. • l. joist under all parallel walls (If over 5'0' or 6'0^ that do not stack over walls below or special beams) and nail together with a td at 12^ o.c. staggering between members. • All bolts must extend 3/9" min. above double or single mudailla for washers and nuts. 80 cfm whole house fan with 24 hour timer switch, hot wire and undercut door for air passage. CITY OF TUI(WILA APPROVED MAY 6 9 1996 AS N BUILDING DIVISIO RECEIVED CITY OF TUKWILA MAR 1 2 1996 PERMIT CENTER V Al J 1247 t)] los432 a»- r-21- I� �4 I L 1 eAL A zI IJG1 I ti7o Ari ideas nec.qns . npments .o n S. on 0 s rho Dry W Fr duel 01Owned e. And Are The Properly ol Crone Desert and Use oT SaWo a loll Speoheel Pmeclo n and rot The Construchon Of One oGene. Any We, Reuse op thsclosur001 `VV 1. 064.. .50 4- tgic X0 ?*y �S hx12 " l%t Cr(P) / 2o3'X x,� sop `Y1 1 ' tL _ 4 l yWoov • re oc f �'' at w au- 444, 2. /1hIrrstl I p1H s— €1 1 ^ 4 Pre-- -4149.101P0 c-H° KM(A6 00 Er�E kjvt11 LN 311 Lt' a ,oH ( �97 TL . 4,6,W II riaanseesi ale 230 21 t2E 0 J&t. I IC10A.1O xL rH7 ?Rd -4 /A- 2 (t iLIn �h4' LOWER FLOOR /FOUNDATION PLAN 114" Note: See sht. S3 -a for numbered references CO d3 ' eAh kke ' � "E. EP Ik,CPII GENERAL NOTES • A11 headers to her 6xB' nP ;2 o6x r 6° Dril (2x6" etudwalle) unlaee otherwle0 noted. gara • All exterior 6 garage warm walla to be 2x6" etude. * Contractor shall check and verify all dimensions prior to construction. + see sheets ets 5- s -1 through 5-4 for construction and nailing specifications. interi ificat • All interior wells over 5'0' refer to typ. inter. wall sheet s -7. • Gutters 6 downspouts to be provided as required by code. • D14. . ]alas under nder all parallel walla (If over 5'0^ or 6.0" that do not crack over walls below or special beams) and i'alt together with a et 12" o.c. staggering between members • All bolts must extend 1/4' ml n. above double or single mudellle for washers and note. ten= <,I -IE r =rs rsg_ Gge.cb -n Ira 1 SIN I q b 9 it Y . g IJttLL t- P.Y�IZnL 12E1TrzAnir rala..s MIL)X CITY OF TUKWILA APPROVED MAY 0 9 1996 AS NOTED c ECEIVEO BUILDING DIVISIONCITV OF TUICWIIA MAR 1 2 1999 PERMIT CENTER All D q I o p o r s n ry o,nel Work P,odoc 0,. owned By. and Are The Properlyal Orono Dgo i We sdocr d To A Cr nc...1 Pow. 01 The nd For m,Conaaortnn oboe Building. Any Um, Reuse or DM`neu 01 (�C .a ,♦ oasc.cdochpos ,L,lu'. nnno ^. ,.n. one l n C n ,n ,pgn5S51, roeeled By lib wr haul wo w,le, Pe, mnean oq ,ne Ue.go Drawn By: Date Sheol 3 of 5 • Plan No. 022891 (2) 16S - S' 00. Ed -. 4' 00.1144 INTO TOP LBOTTOM JOlet 2n SOLID BLOCKING W/ 3 -16d NAILED TO FLOOR JOIST 4 1IORIZ. IABHR4fiH )R NAILER W/ TYP. EACH SIDE 1-1 aw- "rav&F - PLAN e7 I Iyr 1 FN r b - 1 I�J.- F2 C31-t/a21G1. Pa-p2" 4 Ii' — IJJI LI VAPaZ 2/121 • 1 � � 1fi, hit I1D i - J q2 TAWIR 2XIohm- J b -0068 GEOAR Q UJ/A GJ Go e r r To' R 1 GOX rLt' G�- IEZrTt4II4M SECTION THRU 1/4" BiT2R MIL STRAP W/ 16 -16d WRAPPED AROUND BLOCKING/ RIM JOIST 6d 6 00. 23( BLOCKING OR RIM JOIST A34 (511F50N1 • 32' OC. W/ B • Ed NAILS INTO 00110 BLOCKING 4 TOP PLATE NOTFI FOR TYPICAL BHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING BEE SCHEDULE ON 9 -3 LTTPi U.ON 0 SHEAF WALL OFFSET (BLOOM JOIST PI RPRUIOLAR tO EXEENDM WALL) C?g, DE5t6UE3) TRUSS FRAMING 'PLAN T ses Foece.1 opecincT rtoU5 AND BA SFtA Ise. aN TRE.Sos sl'TE ANA 'AtAtuxet-e.To i 1SF ct'bQ 6.1e1N& flZAVU 116 11-15PloN. q 6 Fa`t6- rHROUGH BOLTO ~ 1— DRILLE0 HOLE FILLED WITH CONCRETE TOP SLOPED FOR DRAINAGE IOPTI AI. JSIERE RAILC CITY OF TUItWILA APPROVED MAY 0 9 1996 AS NUTED BUILDING DIVISION STEEL POST ANCHOR BOTTOM Or POST ELEVATED ABOVE CONCRETE FINISH GRADE RECEIVED CITY OF TUKWILA MAR 1 2 1996 PERMIT CENTER EVERY EFFORT NR5 BEEN RAO( 10 INSURE THE ACCURACY Of THESE 00400003 BY CRANE DESIGN INC NOVEYER THE CONTRACTOR SHALL CNECR 4540 VERIFY ALL 0L ENSIGNS PRIOR 10 CONSTRUCTION. MI lean. DeevoncArningemenk. 0 y a PNene Sell orlh o Mk Sneed A The OrigInal Work Roduct 0l owned 0/ And N. The No/Term olDone D•Sgn and Use 01 M Oak, W k Poducl LONNed T A 0p00 d Project 01 The Purchased d rthe Cp R OI On. Owding AnoUse. Ruse Or DOwam. 01 o 40 c Nq 0 o• Y N VII c oE o 0 toz_ •66• Drawn By: Date Sheet 5 of 5 Plan No. 022891 Nojrea I -PROy1P eIGWLi a.- N1IF1 _ L eE L 4&Ti -la ' ...- 1 GER 4.PCtcF I .1402. Ul CLE& UE.FTZen - I 422 - 0 4 2.-4 -I i E`r� (�I- "rag T ?ele-4 — ,- n uc...fn-oi`t 11-4__TAIL./--,.. (2) 16S - S' 00. Ed -. 4' 00.1144 INTO TOP LBOTTOM JOlet 2n SOLID BLOCKING W/ 3 -16d NAILED TO FLOOR JOIST 4 1IORIZ. IABHR4fiH )R NAILER W/ TYP. EACH SIDE 1-1 aw- "rav&F - PLAN e7 I Iyr 1 FN r b - 1 I�J.- F2 C31-t/a21G1. Pa-p2" 4 Ii' — IJJI LI VAPaZ 2/121 • 1 � � 1fi, hit I1D i - J q2 TAWIR 2XIohm- J b -0068 GEOAR Q UJ/A GJ Go e r r To' R 1 GOX rLt' G�- IEZrTt4II4M SECTION THRU 1/4" BiT2R MIL STRAP W/ 16 -16d WRAPPED AROUND BLOCKING/ RIM JOIST 6d 6 00. 23( BLOCKING OR RIM JOIST A34 (511F50N1 • 32' OC. W/ B • Ed NAILS INTO 00110 BLOCKING 4 TOP PLATE NOTFI FOR TYPICAL BHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING BEE SCHEDULE ON 9 -3 LTTPi U.ON 0 SHEAF WALL OFFSET (BLOOM JOIST PI RPRUIOLAR tO EXEENDM WALL) C?g, DE5t6UE3) TRUSS FRAMING 'PLAN T ses Foece.1 opecincT rtoU5 AND BA SFtA Ise. aN TRE.Sos sl'TE ANA 'AtAtuxet-e.To i 1SF ct'bQ 6.1e1N& flZAVU 116 11-15PloN. q 6 Fa`t6- rHROUGH BOLTO ~ 1— DRILLE0 HOLE FILLED WITH CONCRETE TOP SLOPED FOR DRAINAGE IOPTI AI. JSIERE RAILC CITY OF TUItWILA APPROVED MAY 0 9 1996 AS NUTED BUILDING DIVISION STEEL POST ANCHOR BOTTOM Or POST ELEVATED ABOVE CONCRETE FINISH GRADE RECEIVED CITY OF TUKWILA MAR 1 2 1996 PERMIT CENTER EVERY EFFORT NR5 BEEN RAO( 10 INSURE THE ACCURACY Of THESE 00400003 BY CRANE DESIGN INC NOVEYER THE CONTRACTOR SHALL CNECR 4540 VERIFY ALL 0L ENSIGNS PRIOR 10 CONSTRUCTION. MI lean. DeevoncArningemenk. 0 y a PNene Sell orlh o Mk Sneed A The OrigInal Work Roduct 0l owned 0/ And N. The No/Term olDone D•Sgn and Use 01 M Oak, W k Poducl LONNed T A 0p00 d Project 01 The Purchased d rthe Cp R OI On. Owding AnoUse. Ruse Or DOwam. 01 o 40 c Nq 0 o• Y N VII c oE o 0 toz_ •66• Drawn By: Date Sheet 5 of 5 Plan No. 022891 GENERAL NOTES: I. CRAWL SPACE VENTILATION, MINIMUM NET AREA, I SQ. FT. FOR EACH 150 SQ. FT. OF FLOOR AREA OPENINGS TO BE PLACED AS CLOSE 70 CORNERS AS PRACTICAL AND SHALL PROVIDE CR055 VENTILATION ON AT LEAST TWO OPPOSITE BIDES. UDC SEC. 27 111. - 1 2. - CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'. SEC. 251 t 3. ATTIC VENTILATION, 1/150 of ATTIC AREA OR I/300 IF 1/2 15 IN SOFFIT AND i/2 15 3' ABOVE PLATE LINE. UBC SEC. lra05, 7 4. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. GEC. roxy.1 UBC, 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 15 SOFT. OR GREATER, A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. SEC.1'203 UBC. 6. VENT DRYER, BATH FANS, AND RANGES /OVENS 70 THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. 1 HR TAPED AND FINISHED, SECTION -4(3) AND TABLE 1 - S) UBC. GARAGE AND BASEMENT SUPPORTS TO BE I HR (5/S' TYPE 'X' OR EQUAL GIO. B). 8. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. 9. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN, NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR 10. FIREPLACE CODE COMPLIANCE PER USG, CHAPTER 315, AND LOCAL BUILDING DEPT. ALSO REBAR AS PER SEC. 3102 II. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16' FROM THE FRONT OF, AND AT LEAST 6' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING 15 6 50. FT. OR LARGER THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT Of, AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 12. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE WM -STATE OF WASHINGTON ENERGY 000E. 13. GLAZING IN COMPLIANCE WITH SEC. 24IXa , UBC STANDARD No.24•4 AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 24OCR UBC. 14. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN ZAV' ON EITHER SIDE. OF A DOOR OPENING, GLAZING CLOSER THAN 18' 70 A FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE . E11116L+ -i _ , TEMPERED GLASS, LAMINATED SAFETY GLASS OR,SHATTER RESISTANT PLASTIC,oa -, HINE Piell)Gorzeo 4145s For) •y•yucos, 15. SLIDING GLASS. DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. 16. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. SEC. 240(.0 UBC. Il. GLAZING WITHIN 15' OF FLOOR AND GREATER THAN IN LEAST DIMENSION SHALL COMPLY WITH IMPACT LOADS. SEE PLANS. SEC. 1311 AND USG STANDARD . 23 -I (REQ'D ALSO • PUBLIC STAIRS). S. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH THE 199A- WASHINGTON STATE ENERGY CODE. 19. TREATED WOOD / WEATHER PER UBC SEC..23 11 UBC STANDARD :23-1 20. THIS OFFICE ASSUMES NO RE'SPON5I5ILI7Y AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HA5 TAKEN EVERY EFFORT TO ENSURE THE ACCURACY CF THE ATTACHED DRAWINGS, HOWEVER IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS. 21. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL THERIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. 'CONTRACTOR NOTE - All Dimensions Shall Be Checked And Verified Prior To Construction ENERGY NOTES: ENERGY NOTES PER 1994 WASHINGTON STATE ENERGY CODE, PROVIDE AND. MINIMUM ADDED INSULATION LEVEL OF R -38. CEILINGS WITH ELECTRIC RESISTANCE HEAT R -30 CEILINGS WITH GAS HEAT R -30 VAULTED CEILINGS R -IS WALLS R -19 FLOORS OVER UNHEATED SPACES R -10 AT SLAB PERIMETER, INSTALLED HORIZONTALLY 14 UNDER SLAB, WHEN CONCRETE FLOORS ARE WITHIN 12' OF GRADE. ALL GLAZING SHALL BE DUAL GLAZING AND 50. PT. OF GLAZING SHALL NOT ExCEED 21% OF GROSS FLOOR AREA. FOR GAS I HEAT PUMP - 15% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHERSTRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED ?, VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED b MIL VISOUEEN GROUND COVER, LAPPED I' - AT JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). HVAC EQUIPMENT SHALL BE SIZED. NO GREATER THAN 1 OF DESIGN LOAD AND A MINIMUM RATED OUTPUT OF WOK. THERMOSTATS CONTROLLING HEAT SUPPLY 70 MORE THAN ONE ROOM SHALL HAVE A HEIGHT SETBACK FIREPLACES SHALL BE PROVIDED WITH: A. TIGHTLY PITTING FLUE. DAMPERS. B. READILY ACCESIBLE MANUAL OR AUTO CONTROLS, SHOWERS SHALL HAVE A PLOW CONTROL. DEVICE TO LIMIT PLOW TO A MAX OF /.SGPM PER SHOWER HEAD. WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING W/ NAECA f951 ELECTRIC WATER HEATERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN INCOMPRESSIBLE INSULATION (R -I0 MIN.). SPECIFICATIONS: SaICRFTE AND AYFFI_ APFGIFa I. USE 2 ,500 PSI CONCRETE SPECS AT 28 DAYS. Z,p,DD P51 MAY 15EJ1 SED BUT RECOMMENDED HIGHER STRENGT1.1.(2CiCbli -A - r , y0 (,2c 0-71 -I-, C-KM1)L iJ 2. USE ASTM AGI8-6B OR EQUAL GRADE 40 REBAR LAPPED 30' MIN. AT SPLICES, CORNERS 4 INTERSECTIONS. IF 2,000 PSI CONCRETE, LAP 40 DIAMETER MIN. GLU-LAM BEAM SPECIFICATIONS 1. FOR LONG SPANS, USE 24F -V2, V3 OR EQUAL (TABLE 21.1 -1-1 PART A, UBC M14- VISUALLY GRADED WESTERN SPECIES). Pb • 2,400 P61,.Fv • 155 OR 165 P51 4 EXTERIOR GLUE. MANUFACTURER MUST CLARIFY IN WRITING TO GLU - LAM SPECS PRIOR TO ERECTION ON JOB. 2. WHERE HAVE SHORT SPANS (SHEAR BEAMS) USE 20F -V3 OR EQUAL WITH Fb • 1,000 PSI AND FV • 165 PSI AND OTHER SPECS SIMILAR TO 1 1 ABOVE. 1.112MU9$ES, ETC: I. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE PE. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE. TO ADEQUATELY BRACE TRUSSES r ALSO NOT 70 OVERLOAD THEM WITH EXCESS BUILDING MATERIAL • TRUS5 - 1 -nMINQ -PLAN • Miss Theca vtPee4R5 • SpEC1FtctfloNS en-It) • 't 2bCtNG RE4DtRe_ ME.6('(S . -5i$D -'F36 Ot,t - 1 4w -- SITE -A{.tp .WAILABLE- To INSpa v*_ pt znYo "FRt.MtNG tisplC(loH . TO REORDER 1- 800 -848 -5421 COPYRIGHT(' CITY OF TUKWIIA APPROVED MAY 0 9 1996 AS ADIEU BUILDING DIVISION RECEIVED CITY OE TUKWIIA MAR 1 2 1996 PERMIT CENTER 0 w O a O w cc LL 0 U w H 0 O CRANE DESIGN, INC. RESERVES. ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSE" STRUCTURAL NOTES: I. DESIGN LOADS A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 P&P) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC ZONE 3, V.0.14W D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL. 2. FOUNDATIONS. A. ASSUMED MAX SOIL BEARING CAPACITY 2000 P5F UNDISTURBED CWT. B. POUR FOUNDATIONS ONLY. ON INDISTURSED SOIL. (VERIFY) C. UNDERFLOOR SLABS COMPACT FILL TO 95% MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL SE EQUAL TO (2500 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 -3/4 GALLONS WATER PER 94 LB. SACK OF CEMENT- 2500 P51 ASSUMED COMPRESIvE SiRtNGTH AT 28 DAY& .% SACK MIN /CU. YD. B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES, 1 -1/2' WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. G. Eadivr.LENr FL-Jlb PnESsUNE, MI-I, SG PEP, cJ sic, Foot, 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL- . A5TM 4615 -12. GRADE 40, NEW CLEAN AND FREE OF DIRT. B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (2500 P51) OR 30 BAR DIAMETER (CONC. • 2000 PSI 40 DIA.) C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE A5TM -A185. 5. WOOD A. PER UBC SEC. 2304 B. JOISTS'. AND RAFTERS, 2' NOMINAL HF NO /KD, EB -1150 PSF FOR REPETITIVE USE USE DF. 4 IF SPAN OVER 11' W/2x12' • 16' O.C. SEE ROOFING PLAN. C. 13EAM5, HEADERS AND LINTELS 4' NOMINAL, DF NO. 2, FB•814 P81 - OR HF NO. 2, Fb•45 PSI,prA0.14, leanp I JeZI Fbon P61 6' NOMINAL, DP NO. 1, Fb -1350 PSI. OR 1050 PSI IF 1-PI. :1.10,2 :G• S'IC',' I4Ril.b.2. V17:(41G pel D. STUDS 2x4 OR 2x6 14F(11.oP GRADE Fb -1300 P51 FOR REPETITIVE USE. FOR 3 STORY. BLDG USE 2x6 or 3X4 • 16' 00. 0 2 DF. E. GLU - LAMBEAM9 20F (Pb PSI) OR 24F (Fb -2400 PSI) UBC STANDARD 8-10 TABLE NO- 23.1.0 -1. PART A 1l USE 24P -v2, V3 OR EQUAL (VISUALLY GRADE WESTERN SPECIES). Fb•2400 P51, Pv• 153 OR 165 PSI WITH EXTERIOR GLUE OR IF SHEAR TYRE BEAMS (SHORT SPAN HEAVY LOAD) HAY USE 200 -V3 OR EQUAL Fb•2000 PSI, F•165 PSI. F. SEE PLANS. FOR PLYWOOD. 6. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE A5TM 436, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE A5TM a53, GRADE B OR ASOL, A36 STEEL. (ALSO.) 1. STRUCTURAL FRAMING A. FRAMING TO BE IN COMPLIANCE WITH UBC SEC.IVIO, SEC. 2303,2311!0 B, PROVIDE NAILING IN ACCORDANCE WITH UBC SCHEDULE NOIR. STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. (ALSO COMPLY WITH SECTJ23W • 4 2321V43 D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER S FEET. E. USE APPROVED JOIST HANGERS WHERE REQUIRED. BRIDGING IF CEILING UNFINISHED. F. ROOF TRUSSES, SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURERS SPECIFICATIONB`AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA. STATE PE. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT, 4 TO ADEQUATELY BRACE TRUSSES. a STUD WALLS A. USE 2x 7Jr$STUDS AT I/>D' O.C. PER USG .IC•10 21P B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET MIN. NAILING OF 8 - 16d • 48' MIN. LAPS • EACH SIDE OF JOINT W /16d • 12' O.C. BETWEEN PLATES FOR EXT. 4 NT. LONG WALL (2 4 3 STORY BLDG.). e. ROOFINGS A. APPLY ROOFING IN ACCORDANCE WITH UBC. SEC. B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. 4 SECT. 06.. •COMTC•OTOR NOTE — All Dimensions Shell Be Checked And Verified Prior To Construction SHEAR WALL SCHEDULE: (NOTES 1- 10) :TODKI WALL SWEATING AND NAILING TYPE APA RATED SHEATHING, BLOCKED AT ALL EDGES. �. APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - 3d COMMON (OR GALVANIZED) BOX NAILS • 4' 0.C. AT SHEATHING PANEL EDGES, • 8' OC.: AT INTER. FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) ltd • 6' O.C. EXTERIOR MUD SILL - 5/8' DIA. AB. • 3' -0' O.G. (MIN. TWO AB. PER WALL PANEL). ALLOWABLE 5HEAR. WITH . FRAMING DP. - 350 PLF ALLOWABLE .51-IEAR WITH.PRAMING 14F. - 281 PLF. TYP. INTER WALL NOTES: APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - 8d coMMON. (OR GALVANIZED) SOX NAILS • 3' O.C.' AT SHEATHING PANEL EDGES, • 6' 0.0 AT INTER FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) 16d •. 4' O.G. EXTERIOR MUD. SILL 5/8' DIA. A.B. • 2' -O' O.C. (MIN. TWO AB. PER WALL PANEL) ALLOWABLE .SHEAR WITH FRAMING DP. - 450 PLF ALLOWABLE SHEAR WITH FRAMING HF. • 310 PLF. APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - 10d COMMON (OR GALVANIZED) BOX NAILS • 4' O.C. AT SHEATHING PANEL EDGES, • 6' O.G. AT INTER FRAMING MEMBERS INTERIOR SOLE. PLATE NAILING - (2) Ibd • 4' O.C. EXTERIOR MUD SILL - 5/8'. DIA.. AB. • 2' -0' O.C. (MIN. TWO A.B. PER WALL PANEL) ALLOWABLE SHEAR WITH FRAMING DP. 460 PLF ALLOWABLE .SHEAR WITH FRAMING HP. 318 PLF. I /2' GWB (EACH SIDE) OVER 2X NAILING - 5d COOLER NAILS • INTERIOR SOLE PLATE NAILING ALLOWABLE SHEAR'- 250. PLF. 1/2' GWB (EACH SIDE) OVER 7X BLOCK ALL SHEATHING EDGES. NAILING - 5d COOLER NAILS • INTERIOR SOLE PLATE NAILING ALLOWABLE SHEAR - 300 PLF. STUDS • 16' O.C. 4' O.C. TYP. - 16d • 6' O.C STUDS • 16' O.C. 4' O.C. TYP. (2) 16d • 6' O.C. ABOVE ALLOWABLE SHEAR CAPACITIES APPLY FOR 2x FRAMING SPACED NO MORE THAN 16' O.G. WHERE APA SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND NAIL .SPACING 15 LESS THAN 6'. O.C. ON EITHER SIDE, PANEL JOINTS 51-IALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER, OR FRAMING SHALL BE 3x NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. ALL SHEAR WALLS SHALL CONFORM TO UBC SECTION 4314 REQUIREMENTS. ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -.WALL NAILING SHALL BE APA. RATED SHEATHING OVER 2x STUDS • I6' 0.0r- WITH 8d COMMON NAILS • 6'.. O.O. AT SHEATHING PANEL EDGES AND 12' 0:C, AT INTERMEDIATE FRAMING MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 2x STUDS. ANCHOR BOLTS SHALL BE STANDARD 'J -BOLT' WITH A 4d. RETURN, OR A. STANDARD 'L -BOLT` WITH 12d EXTENSION. ANCHOR BOLTS SHALL BE A 36 STEEL OR BETTER MINIMUM CONCRETE SIDE COVER SHALL BE 1' WHEN EXPOSED TO WEATHER, 3' WHEN EXPOSED TO EARTH. USE I/2' C -D, C- C'STRUCTURAL 11 , PLYWOOD PANEL SIDING (INDEX 24/0) OR 1/16' APA SHEATHING WITH' THE. SAME NAILING WITHOUT, REDUCTION OF THE ALLOWABLE SHEAR (SEE ARCH. PLANS AND /OR GENERAL NOTES), 3/8' C-D, C -C STRUCTURAL: II, PLYWOOD PANEL SIDING (INDEX 24/0) MAY BE USED .PROVIDING THE ALLOWABLE 81464* IS REDUCED BY NM : (SEE ARCH.. PLANS AND /OR GENERAL NOTES). B.. NAIL 2x4' OR 2x6': SOLE PLATES Ill/ 16d AT 12' 0.0: 9. ON EXTERIOR WALLS SHEATHINGS 814ALL LAP RIM JOIST OR ELSE INCREASE SOLE PLATE NAILING TO 16d AT 8' O.G. (UN.O.). 10. DOUBLE ALL TOP PLATES AND LAP AT LEAST 48' AT JOISTS W/ 8- 16d EACH SIDE:: AND 16d AT NO MORE THAN 12' O.C. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS: RECEIVED CITY OF TUKWILA MAR 1 2 1996 5967 PERMIT CENTER a! 00G3 I �''J COPYRIGHT© TO REORDER 1- RRR- A4R -Rd 1 I 1 1 1 1-1 1 1 1 1 1 - 1 1 - 1 1 1-1 u.1 a w LL 0 -J 0 H O ON 0 W Q 7 e> Aa m 0 d QfAz C., 44 EUAr4 9 if, y9 IF! LA w -o H N 9 4 1 rn O S j .+ e w en x aaQiO " 0 l ' ' . O. Hx Z xUCYw O x 00■ DA ATE: DAWN: 11 0 � !yS cl[ct ° EH REV: OF S6 PLAN NUMBER CONNECTION HAILING' I. lots( to sill or girder, Toenail 3.84 2. Brldgbtg to joist. toenail each end 2-84 3. I" x 6 ".(25 min x 152 mnq .suhlloor or less to each joist, face hall 2 -84 4,. Wider Ilan I" x 6" (25 mat x 152 mm) sublloor to each joist, face nail 3 -ltd 5.. 2" (51 ran) sub(ioor to joist or girder. blind and face nail 2 -1 6. Sole plate to Joist or blocking, Typical face nail - Ilxl at 16" (406 1111111 0.0. Sole plate to Joist nr blocking, at braced wall panels 3 -164 per 16" (406 nun) 7. Top plate to stud- end nail 2.164 8, Slug to sole plate 4-84. toenail or 2 -16x1, end nail 9, Double sleds, face nail 161 at 24" (610 matt o.c. 10. Doubled lop plates. typical face nail 164 at 16" (406 mm) o.c, Double lop plates. lap splice 8•164 II. Mocking between Joists or rafters to lop plate. toenail 3 -84 12, Rim Joist to lop plate, toenail 8d at 6' 1152 rum) me. 13. Top plates. bps end Intersections. face nail 2 .16d I4. Continuous header, Two pieces 164 at 16' 1 111111) 0.0. along each edge 15. Ceiling joists to plate. toenail 3 -8d 16: Clnutritious header to s1uk, toenail 4 -811 11, Ceiling Jot IS. laps over pmldon.s, face nail 3.16d 18. Ceiling Joists to parallel rafters, face nail 3 -161 19. Rafter to plate, toenail 3 -8d 20. I" (25 nun) brace to enth stud and plate, face nail 2.8d 21. I" x 8" (25 n x 203 rum) sheathing or less To end' hewing, face nail 2.84 22, Wider than 1" x 8" (25 amt x 203 nun) sheathing to each bearing. (ace nail 3 -ltd 23, buitl -up corner studs -' - 16x1 et 24" (610 nun) u.c. 24. Dullbup girder and beasts 20d at 32" (813 nun) o.c. at top and " • bottom a staggered 2•21k1 at ends and at each splice 25. 2" (51 nun( planks 1 -' -• 2 -16d at each bearing 26. Wood structural panels and particleb oard: - $ubfloor, roof and wall sheathing (lo hawing): (I Inch = 25.4 111111) . lb" and less 64 19 730/4" Bd or 64 7 / " gds 1 "•1 10d or 84 Combination sublloor- underlaymenl (lo framing): (1 Inch = 25,4 mm) - 7 /4" and leas - 6(0 7/ " l etis I t /s "-I t /4" I0d or 84 27. Panel siding (To framing): I /2" (13 nun) or less 64 6 /e" 116 mm) Bd 28. fiberboard sheathing: 1 h" (13 mm) No. 11 gn.e 61 No. 16gn. !I _ "iri (20 ntm) No. 11 gn.a Bd ' No. 16 gs. :Tri; paneling 11 A41n 3 /a" ' od it A. Plywood /OSn 3/8" x 4' x8' i 64 nail 6" o.c. (edges) 12" eke. (field) 0. OW13 • 1/2" x 8' x 8' (one Ike) 5d cooler nails or wallboard naffs 7" o.c. C.. GWB • 1/2" x 4' x 8' (Iwo Paces) ` 5d cooler /wallboard nails 7" tie. throughout Structural Panel Siding 3 /8" x 4' x 8' COITOSion resistant 6d nails at 64 11.0. (edges) 12" 0.c. (field) ' E. • One -story alt. braced panel 3 /8" x 2'8" x 10' or less Nailing 8d et 6" o.c. (edges) 12" o.c. (field) Blocking required at all edges. 2 anchor bolts placed at quarter palm p. lloldowns - 1800N al each end. f. Two -story alt. braced panel 3/8" x 2'8" x 10' or less Plywood or 050 (two feces) Nailing ed lit 6" o.c. (edges) I f 12" o.c. (field) ' Blocking required at all edges. 3 anchor bolts placed at fifth points. i Holdowns - 30004 at each end. CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. TABLE 23 -I -0— NAILING SCHEDULE F)9(040-()()C„ d i bn or b0k nails mnv be used except where otherwise stated. 2 NillS.spaced et 6 Inches (152 nun) on tenter al edges, 12 inches (305 tern) al Intermediate supports except 6 lnches (151 Ism) al all supports wlere spans are 48 inches (1219 min) 01 mate. rot nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2114.3. Nails for wall sheathing may be common, box ei Casing, 4 oiltitnn or ti eforned shank. P dd dtitldd R Pttotttted shank. 6 Cortollun- tkslslanl siding or casing nnlls'cmdorming to the requirements of Section 2325.1. ' /Fasteners spaced 3 Inches (76 trim) on center at ex ter tor edges and 6Inches (152 r on center at intermediate sup- porlL flCortosiorrreslslanl roofing nails with 7 /16 -inch- diameter (1 n head and 1 -inch (18 ram) length for 1 /1 -inch (11 mm) sheathing and 1 - Inch (44 men ) length for 25 /32- inch (20 ram) sheathing conforming lo the requirements of Section 2325,1. 5 Corrosion resistant staples with nominal 7/t inch (11 mutt crown and l 1 /8-Incb (29 nun) length for 1 /2-Incit (13 nun) sheathing and 1 (18 muq leng th for 25 /32-Inch (20 trim) sheathing conforming to the requirements of Section 2325, I. "'Panel supports at 16 inches (406 nun) 120 inches (508 t if strength axis In the long direction of the panel, unless .otherwise marked/. Cnsing or finish nails spaced 6 inches (152 nun) on panel edges, 12 lnches (305 mm) at inter- mediate supports. IlPenel supports at 24 inches (610 mfr). Casing or finish nails spaced 6Itches (152 mm) on panel edges, 12 inches • (305 Ina) al intermediate supports. O INDi A PANEtL WALL BRACING PANEL SCHEDULE General Notes: Braced wall panel sole plates nailed to floor and top plates shell be anchored to framing above. Where Joists are perpendicular to braced wall lines, provide blocking under and In line with braced wall panels. COPYRIGHT© CITY OF TUIKWILA APPROVED MAY 0 9 1996 AS NOTED BUILDING DIVISION RECEIVED CITY OF TUNWILA MAR 1 2 1996 PERMIT CENTER 0 J U w co z 0 U O cc w f sa P: O cc DRWN: Pi 1 1 ® MIMS w S z es 0 DATE: SHEET S3B OF S6 PLAN NUMBER CRANE DESION, INC. RESERVES ALL LEGAL RIGHTS 10 MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. 4x P09T9 OR (2) 2. STUDS • MIN. 16' O.C. I/2 PLYWOOD W/ 8c1 NAILS • 3' O.C. UN.O. AT T'AJJI_l_ ?(?TES. EXTEND PLYWOOD TO OVERLAP RIM J019T 1 SILL PLATE NPA.HG"22 ocz. 3900' CAPACITY STRAP IJOLDOUJ9 • MINIMUM UNO (SEE PLANS) CONC. FOUNDATION 1 FOOTING • NOTES, 1. ALL STRAP HOLDCUNS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOLD0tLN CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES DR APPROVED NOLDOLLN9 CAN BE USED IN PLACE OF STRAP NOLDOUNS. SUBMIT DETAILS FOR AlcCt1GY AJ=1'KOVAL, ()PANEL AT FLOOR OVER CRAWL SPACE , 2x4 TOP PLATE HEADER - 2 - 2x STUDS NAIL 812EATNING TO EACH STUD' 0d NAILS PER TABLE 23.1 - Q APA RATED (WEANING 3/0' MIN, 2 2x4 BLOCKING AT ANY PLYWOOD JOINT N1 ND22 az. E.RIJAL- APPROVED NOOKED•ENO WOOD TO CONCRETE CONNECTORS WITH 1800' CAPACITY (MIN) 2 2x PLATES • NAIL 811411 TO 84014 PLATE • ('1�•'�' }� 0v., *AS, - 112 EMMOt- IE2-1V 0 QUARTER. r ,INT8 PET2 SEC IBofo.Co 0.4 NOOK. eVER Hat -DeWIJ MI LIetocuid ETAII_, 4. P08t9 OR (2) 2x 9TLIDS • MIN. 24' O.C, I/7' PLYWOOD W/ ad NAILS •3' O Ar P»JJCL ECYoES, 1VVA olz 24/ 242 t,a-r MnJ. 3500' cAloAcire 1LOOR TIE ANCI -IOR9 • 5/9' DIA.. IS AB. • (2) 7x PLATES 1x P.T. SILL PLATE N PA.IDa2 cx U' L. 3500' CAPACITY STRAP HOLDOWJS 2 NOTES, 1. ALL STRAP NC. DCIUJ9 SHALL BE INSTALLED PER MANUFACTURER SPECIFICATION:•, INCLUDING CORNER INSTALLATION TWO HOLDCI149 CAN BE USED CORNER TO MEET THE REQUIRED LOAD. 7. ALTERNATE TY' 15 CF APPROVED NOLDOUN9 CAN BE USED IN PLACE OF 9TR.'P UOLDCWN5, SUBMIT 011A1L3 FOR A4.2J - 10,Y APFV NAL AT FLo R OvER PONY WALL ()HEADER AT CORNER ()HEADER SPLICE MIN. ( LATERAL RE8TRA94T PANEL) 7x4 TCP. PLATE uEADER NAIL SHEATHING TO HEADER Al 3' O.C. B 2 • 2x STUDS NAIL SHEATUING TO 1400 STUD 0d NAILS AT 3' O.C. ALL PLATES, 12EADER9 STUDS APA RATED SHEATUING 3/6' MW. 24/0. ExP. I 2 2,.4 AT ANY PLYWOOD JOINT , -IPA4021, GEC E6TUA,L- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WIN 3500' CAPACITY (MIN 3 1x. PLATES - NAIL SHEATUING TO EACH PLATE DIA. 4.11, -. 1' IMBEDMENT CONTINUOUS FOOTING OR SLAB EDGE NOTE, FOR USE IN GARAGE END WALLS AS SNOWS. 1 A FLOOR INTERVENES BETW'SEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE NOLDOW9, BOL15 AND PLYWOOD NAILING AS 5NOWN. IP USED ABOVE PONY WALL USE DETAIL . 1 1 7. 4 ALT. BRACED WALL PANEL (PRB5GRI1'TI`/E PFOV141011g FOR 11 2 g70RY SUILDINC14 z51¢, 11,3) 1.IdtTE : rots 2 t. o 4,- UeTLJR.E, INTNE fIR9T *Tom)" or A, 24roRY 1 _ I) EAc N.4 AIJ EL 4HAL1- 06 9NEATH'eo 01 F_A..PAC 2)•T>•IREI'e ANGI40R ISOLT4 PER PANEL Pt. Axe C• 61"---004;03 O4J6-PIPTH 1 . b 4 0 0 1414 2 A4-1 oo0 1-616. P.6NALLIJoT 'CONTRACTOR NOTE - Al Qfr . Shah 8• Ch•cFed And V 14•d Poor to Cootoo I o,, EXTEND HEADER TO CORNER I /2' PLYLLCCD W1 Id NAILS • 3' O.C. 4 PCST5 CR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS ° DETAIL (24 UICN LATERAL RESTRAINT p•ANEL) HEADER FEIZ I'UJ -I 1 2111 • xo 1200• CAPACITY STRAP TIE AT C>7TTCH 3b E_ 3/8' PLYWOOD W/ 0d NAILS • 3' O Ar PAJE_L Et. es 4x 110919 OR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS CITY OF TUKWILA APPROVED MAY 0 9 1996 7,4 TOP PLATE AS NUILD HEADER BUILDING DIVISION NAIL SNEAt121NG TO HEADER AT 3' O.C. B.W. 2 • 2x STUDS NAIL SHEATHING TO EACH STUD 0d NAILS At 3' 0.C. ALL PLATES, HEADERS 1 STUDS APA RA110 SHEATUING 3/0' MIN. 74/0 EXP. I 2 - 2x4 BLOCKING AT ANT PLYWOOD JOINT Iaf%N222 csi EQUAL — APPROVED 100130 •END 1.12000 10 CONCRETE CO1124EC10119 WITH 2400' CAPACITY (MIN) 2 2x PLATES • NAIL SuEA1NING Ov64 HOLCu - 1J ,u.1 , I 10 EACH PLATE \ ' • y— •_ �'.• �. ��.1II ( �1' bV+, A.D• - I'1'. -1E1 •• ''�"' I ` CONTINUOUS FOOTING OR SLAB EDGE NOTE, FOR USE IN GARAGE END WALLS AS SNOWS. 11 A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PL WOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE, PROvIDE NOLDOWB, BOLTS AND PLYWOOD NAILING AS 9120141, IF USED ABOVE PONY WALL USE DETAIL 61. RECEIVED CITY OF TUKWILA FiA 1 2 1'•9S PERMIT CENTER COPYRIOHTO ■■ a■uiu■a11oniai 1l eJ w ^^ r 1- V / W cc ' Oil 1:11i J w J 4 Egt OA(II 1•WN S4 9N,. SS 11 AN NVNIIN1 - 1'OISH SID!* 411.$11.00 10 PAPER m• -V2' cox PLTP1000 SWAMIES • OS. WALL GON6Twc1t0N - 2X• SEAS ••' '+ - /2 116. SSE. I • SPLIC4 Ir..) M I . .101 Wr Iv aKIYj' as) !lode a I- lAll.Gl� W� I/2' RS. GC.X PLYWV 611 SOLID DUGS 2• CONT. beiteemeD vete loft MIN) N 0 T E : ALL DETAILS IN TNI5 BUIDLINB' ARE NUt-e w CiY'PIGAL) van SIMS 1/2' CCx PLYWOOD i EAVES VENT BLOCKING W SCREEN EVERT ]tl Mae SPACE. PER USG 620Se MIN. 1/190 RATION INTERIOR WALL -1/2' OAS. -2x4 STUDS • 16' 0.G. -I/2 6Y/B. 6" Kit TYPICAL ROOF -CIGAR 91NKZ 0R TILE -0UIDLIN6 PAPER SO4 -Ix SPAGIID SEASONS OPT. -61LP* 0 l ea a 9o• -1/2' GVx PLYWOOD SHEATHING -MAYAS • 24` O.G. 12 -11t-S6 Pre. INS A. (BATT OR SLOW -+S/6" SO SAVE C /w Scol•. 9/4'.I' -0' {Y POULATION $TOP -> 0 N' l - Oi - Abu, perm- 94444: 9/4'.1' -0' CRICKET FLASHING 2X PA*GIA BOND BEAM- (2) *4 BARS BEND VERT., REBAR 180° MIN. A6 TOP OF BOND BEAM. MIN. 6 ", RET :' (2)9/16" x I' GAL'(. MTL STRAP - ANCHOR TO FRAMING W/ (2) 1/2" PIA. BOLTS PER STRAP. PEND STRAP 180 AROUND VERT. REBAR W/ 6" MIN. RETURN. BOND BEAM- (2) *4 BARS - TYP. at ALL STRAP POINTS 2" MIN. SEPERATION TO COMBUST. *3 BARS HORIZ. at 18" O.G. SMOKE SHELF SMOKE DAMPER TYPICAL ROOF -arm* 04 0R T0.! - d11DLitb PAPER '.N74 -1x SPACES) SCATHES OPP -GOAT ROOPIN• - SALVINO !welt se* -1/2' GDX PLY40012 *IIEA11Ua6 - MAWS • 24' O.G 4696 Ple. 1NRI. (BATT OR !LOPS/ 6P! 1/2' RS. PLYWOOD WPM? 2' CC SOIEEll1!D vIN• EAVE YYI!/ .11 l fl1 Seale, 9/4'x1' -O" •, . 9 "x9 "x9/16" S'L.' LINTEL 4" FIREBLOGK VERT. I'4)*4 UNBROKEN FOR FULL FIGHT UP TO 40' WIDE ADD (2) 114 BA1R5 FOR APP . 40" HORIZ. 62 BARS • 16" O.G. PM BARS • EA. BEND 2x4 CLEAT IN VERT. REINF. PROVIDE V2" SPERATION HEARTH SLAB- •9 at 6" O.G. EAckl WAY SLACLO .. PRDVNDE 6 SG. IN. COMB. AIR VENTyy.at 1I4[1114.4e 6" M94. WALLS FRONT S 51DE5 6'' MIN. • REAR *4 at r2" C.G. EACH WAY FIREPLACE SECTION SGbte:.(/2" • 1 -0" 2x4 THRUST BLOCK eeea oP4'. 2)6 PONY r4AtJ. • 16' 0L: w P.T. SILL POST 2 LATESS I*6 BUp.4*: PG14 41 AI Wittt III 1 -' MN. `" 11 i BEAM 1 1/2' PLYWOOD OR 2X12 TREADS FIRE'BLK. at MIDPOINT, TOP and BOTTOM EA. STAIR -RUN FIRE BUG. ALONG EACH STRINGER BETWEEN STUDS. 5/8" TYPE X (SINS AT HABITABLE SPACE UNDER STAIRS. 601.10 Bl4CI lN• • 06ARIM6 WALL 1.44 , 4' OVBe V.1444 R-0 MW 111311.. 2x FASCIA (9) 2x12 STRINGERS at EACH STAIR RUN- TERMINATE ENDS W/ SOLID BLOGK'6. TYPICAL ROOF -0N>r404 MAKE oft flit - p4M11 sloe' -1x /PAID 11SA1M OPT - GOfa1y 4000 .• -I cox etymo , *NEA144416 TIM* • 24' 0 . 4640 Pw. 6144 MATT OR S-O•V 1/2' CC* PLY00012 • EAVES veer 811ACKn w SCAM EVellte 2nd 1111126 *PACE 4' 4!G 9209e MIN. VISO RATIO Y COW. eceemeo veer ) EAVE STICK TIMMINS *Gale, 9/4'.1•-0• HANDRAIL GONTIN. RETURN ENDS TO WALL TYPICAL WALL 2X6 P.T. SILL w 1/2' 01A. X 10' A.8. • 9'-b' 0!. 12' PROM DVS, r I161T e9 BAR CONT. BE ARING WALL -1/2' 61`1/6 -R-M MIN) 190. INIIU.. -1/2' OAS. TYPICAL FLOOR - FINISH Rook -9/4" 146 I'LYW'D S4BM7.R (NAIL 61{!66 4 OLIO -I/2' (I AYMENT • VINYL - FLOOR J01515 -R-0 (MIN) Pre. I?4 LL. • OVDIA* •I 9661. 0/4'.1.O' THICKENED 01-N3 SLAB -4044 000„4. �i .r r - 114.144. „wpm !d • -V2' 00* „Lynam *Pern11AL• S I X1 ! . 2*' OG. aft B6Olpi P' 2( fum Pon IPmU. )1r "_ 2xRAPnle !lAOI*t 2x PAICIA 17 41*ILX1402D • SAVES veer swum* nt warm wow 2•• nun SPACE. VEP4 IOC 92754 MIK IMO RATIO 2' Goff. /GRseSD vow -4' GOIGRETE SAD V49 6746 I01O0 PET -• 441L VAPOR emote" -4' ~AL IA FILL • TYPt. ROOF - calve *14446 OR T4.2 -IX *4A 8,2 * T -COMP ROOMS - WILCO* PAPER 90' -4/2' COX PLYWOOD *HEAVE!• -.mussels • 24 0 .. 12 -16 fd 00 P. ROW f` • •A' r on S..P•11 -6/6' •l1• • 2X PASGIA Swig, 914'.l' -0' I GGX PLYWOOD -I • EAVES VENT OL.00K616 w - 9cM!b4 EVERY 2411 110m6 SPACE P10 MAMA RECEIVED CITY OF TUKWILA MAR 2 5 999:; TYPICAL WALL - PINI4I *101116 - SALVOS PAPER PIS -I/2' COX PLYP•2012 SEAT ONO • 061. WALL G0N011610110N -214 514106. 6' 06. -114/244. 0.6rapiik, APPROVED MAY . 0 9 9996 AS IkA) LU BUILDING DIVt., POR (MIN) eAVE PLAT VAULT 42094 4464. 11610 RATIO PERMIT CENTER 2' GONE. *GO VE ED v4'N1 (Pr' SAVE VAULT MILD* F „ ) Seale 9!4•.1' *eole, */4'.I' -0' TYII'IGAL FLOOR 1 FOUNDATION P ION Seats. 9 /4'er -0' TYPICAL FLOOR TYPICAL - 1416614 SOWS -MAL VIN& PAM* I!M -1/2" COX rixraxo 6NT.'A • VOL MALL CONS/RUC -2) • STUDD • I6 . 04. -R -M ($104) PI®. WSu1. -I/2" •YID. 4' TI6NT LINE G INDEPENDANT O• PTN6 DRAIN OP NB°DCD) 4" PERFORATED PVC OF NEEDED) SLAB 6' • I-STORY e• • 2 -STORY 0.01•. S/4'.r - -4" CONCRETE SLAB /W 6X6 IOXlO PPP -6 MIL VAPOR BARRIO! -4' ORMOLAR FILL •4. 16 04. VERT. 4 NOR12. State. 9/4'.r -0" TYPICAL WALL -4' CONCRETE SLID w 6x6 10)00 P6'P -• MIL VAPOR BARRIER -4" 0 AN.LAlR PILL 444 STAR • 1•' 04. TYPICAL FLOOR -9/4' 6WPLR (PAIL FOES 4 *UM -V2" U DERLAYMENT • VINYL - 49.�OOR .b19T9 -R$ (MIN) : PIB. WAIL I p fl ! \ / 6' WALL • I -STORY WALL • 2 -0TORY 6 MIL BLACK VAPOR BIRR)L4R W . ATTAGN TO , 4L AL L _ E A III - At OM 4ONT. TYPICAL FLOOR 4' TOR Lite OP P� nP NEEDED) 4 . 1401 ORRTW PVC (IF NEEDED) 44 BAR CONT. 6Pe• O4A X I0 AD. • r -6 POST T 124311110MIT MONO Mt. 3. Wirt** 10A00I6 r.WER ova ~de oixonitt A1TAC• To MO SILL •4 BAR61►' o4. WWAW r KO oc ( a"I H Au) *4 BAk SMEMENT WALL TYPICAL 9/4 " TYPICAL WALL 2x4 BLOCK616 6x6 P.T. SILL CITY OF TUKA � APPROVED MAY 0 9 1996 AS NU i Et) - EU1LDiNG DIVISION It^, 4tN• (! 2.- DIAPRA&M F OORt. _ M.i4�1i4314i moo M1,• OYIrM'PN REGISTE ARCHI 4" TAW LINE PVC IIoEPO4DANT OF rTN6 GRAIN FP memo) 4• PBIPORATED PVC (P P115!0e0) •4 DAit CONT: 2X6 P.T. SILL W/ I/2' DIG. X 10' AD. 12'1 'E4 T' 0.41500MENT 4 1)4*ff LINE 4NoC M DEP614DANT OP PRY DRAIN (M' NEEDED) 4' PERPC4RATW10 wG or P'4) 04 644! COOT TYPICAL WALL 4.5.91 110101t* .4:040•40 AI 19S -VT GOX PLYWOOD 91EATNMN • ODL PI4U. G0N64113$C110N -2Xi S4VOS • H6' O.G. 0 1144 (MMR) Pte. 111uL. -1/2' MKS. 4 etorGRA4m WG nF renew 2X6 P.T. SILL MI/ I/2' DIA. X 0' AD. • S'-0' O.G. 12" 1.R0M 0475, 1' 1545201404T TYPICAL WALL -BRICK VIEWER -MALL TIES • 46' 04. - AIR SPACE -190 WIDLIN6 PAPER -tn' COX PLY/4000 SIEATNIN9 • DEL PALL CCAISTRUGTION -2X6 911.06 • 16' O.G. 4 (MIND PIE. MULL. -I/2' ORD. PIS* . • 24 0 00 PVG'•OEPDOM4T 00 N E0) Sr- -""'•- TYPICAL WALL - PIN19M SI01P4 - MALDIN6 PAPER 196 -1/2' GDX PLYWOOD SHEA/MN& • DEL PALL GOIDTRUGTICN -2X6 STUDS • 16' O.C. -*-1 (1.14) PM. MU.1.. -1/2' 01I0. 2mt• 16 0G. 14' MM4. 14344T 2x6 PT 91LLW 1/2' DIG 10• AD. • 5 -0 O.G. 12' PROM ENDS, T• emprepmew E PLAANMI6 12' I -STORY I' ' y Z•STORY FOUNDATION Seale, 9/4'.1' -0- MOWN BRICK VENEER FIVN O Stale, 9/4 6' PALL • I JTORY " MALL • 2 -STORY 6 MIL BLACK VAPOR BARRIER ATPAGN TO FWD SILL h TYPICAL FLOOR - FINISH FLOOR -9/4' T46 PLYW'D wen.* (NAIL ROES 4 ALUM) -1/2' UNCERLAYMe1T • VINYL -FLOOR JOISTS -R -I4 (MIN) FIB, 44 EAR • 18 O.G. 04 BAR CONT. X4 • 4' -0' O . G . NAIL 14/ PS 16D EA. EN0 6' MALL • 1- STORY• • MALL • 2 -99ORT 6 MIL BLACK VAPOR SORRIER ATTACH TO 44.D SILL 2 LAYERS BUILDING PAPER VAPOR DAMEN ATTACH TO P410 SILL 4 110447 WE P/0 IPCEPDOA4R OP PTW DRAIN OP NEebld) 4' PERFORATED PVC. (1P NEEDED) TYPICAL FLOOR TYPICAL WALL -4' BRICK VeNEER -PALL TIES • 46' 04. -1" AIR SPADE -194 MALVIN6 PAPER -1/2' Cox PLYWOOD 9NCATNIN• • DM. WALL CONS/MOTION -2X6 EROS 0,16" O. -11-11-14 -- (MIN) 1 . MS16.. -1/2' ASP NoLe9 • 24" 0.c. PLA•FMW 1 ) eAft 131 S001. 9/4'41-0‘ - PIN1S14 FLOOR -9/4' T46 PLTW'D SUBPLR (NAIL INDIES 4 •LUE) -1/2" UCd1LAYMENT 6 VINYL -FLOOR JOISTS 2X6 P.T. SILL IV -R -14 MIND FIB. IIULR.. LrY DIA. X 10' • 6W`04, 12' PROM EW6. 1" -P1141014 SIOHM - 191.111O*46 PA!'M!Q 190 p^ r -In cox PLYWOOD SN6' • DEL. HALL c0N6TR4CT1ON -2x6 STUDS • II 04.'4 -4-14 (14144) PM. -I/2' *XS. .. 4' P EOPO A1W PVC. (1r NEEDED) PUG •67@1D10ANT OP PYRE DRAM' AP NIEICIEti)