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HomeMy WebLinkAboutPermit B93-0169 - STENSON WHITESBAR - NEW SINGLE FAMILY RESIDENCE• 3 t4i A141,11., , • - 5Tso1 \MA ae#51>Nge (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0169 Type: B -BUILD Category: NSFR Address: 5618 S 149 ST Location: LOT 7 OF SUMMIT VIEW ADDITION - WEST OF 5620 S 149 ST Parcel #: 808860 -0035 Zoning: Type Const: V -N Gas /Elec: GAS , Wetlands: Water: UNKNOWN Contractor License No.: SWIN * *081CJ Status: ISSUED Issued: 07/06/1993 Expires: 01/02/1994 TENANT STENSON WHITESBAR INC. 5618 S 149 ST, TUKWIL OWNER PATRICIA MURPHY:` : "'' :' ..:::..:.:........ 5620 S 149 Sr, TUKWILA WA,98188 CONTRACTOR S.W.I. 22309 7TH'AVENUE SOUTH, DES MOINES, CONTACT LEE STENSON 2230971H AVCNUE SOUTH,' DES' MOINES, Type of Occupancy: DWELLING Siopes: Y Sewer: TUKWILA 8198 p,hone' '''206 824 -3990 98.1;98 k****** * * * * **.f *k: * *.k444 ** *fie * * * * ** *****• k** ik***** * * * *. ** * **k*•k * * * ** Permit Desei" tition :on,e: 206 '824 -3990 e: •: . i CONSTTR,(JCT,' NEW SINGLE— FAMILY RESIDENCE. Units: 001` Buildings:, 0 01,...;;,x Fire Protection: N/A UBC Edition. 1991 :``,�' =''d "' Valuation. :95;,648.,80 i ,i sTota;l fermi t Fee: ;,, 1 ,0419i,‘,98 * * * * * * * *, ** * ****************, C+*** e***` * * * * *`k *` *** *• * * *** * * *** *fir ** * * ** *iii ** * * * ** . Front: Lre'f,t ; SETBACKS' Back, Right::. Permit 'C.,enter• AUthari zed S i g`t a "tune I hereby'�'oe�rt`i,fhat. I have read and 0 e'xa'mined;, this °perm''i t „xan`d,.:knOwt' the same to b'e . true an'd correct. Al 1 provisions .!of.; a`w ` and' ordinances ,2r' governing 'tthis "'work wi'i,;l be complied ;'With, wh.etrer 'spe'cified here:i.n or not The granting�No;f this ,permit does not�'�iresumne�''to give authority to violate or cancel the p,rovislons of'-'any other state orf ,,;local 11aw0 regulating construction. or~ the performance' °of.,, wor,k,. , 1 >.am authorized to sign for and d,i obtain this buil.ng permits Signature:_ Print Name•_ZI444iae_ This pernii t Shall become` nu l l and vo`i d° "i'f'X the work is not co 'need wi.th i n 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. CITY OF TUKWILik Department of Co unity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 59'5- Ot tpq PROJECT NAME 5 -.-e n err\ Whi i- Ixor SUITE NO. SITE ADDRESS � 1 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. PARTMEN.. TE k BUILDING - initial review ,4 FIRE ATE: AP ROV.ED 10/438 (ROUTED) QoQ' U.IR`MENT�,:,. CONSULTANT: Date Sent - NiMEN'..,.. Date Approved - FIRE PROTECTION: Sprinklers FIRE DEPT. LETTER DATED: Iz PLANNING 2, PUBLIC WORKS MAY 2 6 199 IT: ' -- O OTHER LA (, PUE�LIC TUKWi WORKS INIT: Detectors INSPECTOR: N/A Le.) -7, BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: ' 6 a - JbufT ji MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: lei \ i fio Pm-) BUILDING - final review Z BUILDING OFFICIAL REVIEW COMPLETED TYPE OF CONSTRUCTION: \At CERT. OF OCCUPA °Yes No UBC EDITION (year): 1 Ctcn AMOUNT OWING: Lf , CYJ CONTACTED j (� `—'� ---C— �(� r 1 Q� DATE NOTIFIED (9-- nn BY: 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 BUILDI PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Bouleva,d Tukwila WA 98188 (206) 431 -3670 ` I �� r f~ PLAN CHECK NUMBER ,:DESCRIPTION AMOUNT RCPT::# DATE: BUILDING PERMIT:FEE. PLANCHECK+ FEE`:;: BUILDING: SURCHARGE Radorn OTHER :; ": hrwantitw TOTAL 1,�lQ�L` ` SITE ADDRESS SUITE ,,_i n - 561 S, 149th .;(,1‘)1„ ,,1 ,)ie,i VALUE OF CONSTRUCTION - $ $75; 000 (HOUSE ONLY) PROJECT NAME/TENANT .fire{ r- 4,_1"•,' 5-enson (A)1-1l • hay 'TL fc . ASSESSOR ACCOUNT # ?O 6,0- e ego 0006 TYPE OF New Building 0 Addition Tenant Improvement (commercial) ❑ Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: CONSTRUCTION OF ONE NEW SINGLE FAMILY HOME BUILDING USE (office, warehouse, etc.) RESIDENTIAL NATURE OF BUSINESS: N/A WILL THERE BE A CHANGE IN USE? ❑ No ❑ Yes If Yes, new building requirements may need to be met. Please explain: N/A SQUARE FOOTAGE - Building :2372 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? el No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER SCOTT HOFFL ING PHONE ADDRESS9462 S.E. SOUTHWORTH DRIVE PORT ORCHARD WASH. ZIP 98366 CONTRACTOR S.W.i - PHONE 824 -3990 ADDRESS 22309 7th AVE SOUTH DES MOINES WASH. ZlP98:198 WA. ST. CONTRACTOR'S LICENSE # SWIN * * 0 81CJ EXP. DATE 2 /10 / 9 4 ARCHITECT N/A PHONE ADDRESS IZIP HEREBY .CERTIFY THAT 1' HAVE READ AND :EXAMINED THIS APPLICATION;AND KNOW. 3E. TRUE.:AND. CORRECT, AND 1 AM AUTHORIZED TOsAPPLY FOR.: THIS.: PERMIT :SAME BUILDING OWNER OR AUTHORIZED AGENT SIGNATUR PRINT M DATE 5/11/93 F. LEE STENSON PRES. S.W.I. PHONE824_3990 CONTACT PERSON ADDRESS 22309 7 trh AVE S. DES MOINES EE STENSON CITY/ZIP8 91 9 R PHONE f3�4- '�99(l APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION, ACCEPTED DATE APPLICATION EXPIRES lt- I&- 13 ormar COMMERCIAL SUBMITTAL CHECKLIST .: • : NEW COMM6RCtAL BUILDINGS/ADDITIONS nCompleted building permit application (one for each structure) • : Assessor Account Number . : '; : :*:.,. :. _.:._ ......:...._:.:::....:_::::.:•....,; :.:::,...,:......:.;:0::::;.....'....,:_...: , : , - ' .,„ ..: .„ ......,,, ,...,.,..,,...,...,....:: -......:-.....•:::•,....:0_•:•,::::::i:if:••••:.::...... Two sets (2) of the following , :: :, ::.•::::.,•,-,.•:::,..........-".-.:,•••:,....:.::.::„,..::•,,',..:1,:.,:s...::,i:-,.„..::..:' .. ',,,:::'..*;•::::•••,:::':::': cif icatiOns:::.:: 1! 1 13(3.°H. .::n „ — StructUralcalculatio ' ..,.. d b se....aW eahingtC;i:Stat!1icenSed..:•,.... engineer...:::.• .,.......: , F-1 .Seils:report stamped by a Washington State, lice...nSed..ergin ee r............. TepographIcal,survey. ',..... , ,. 1, LiEnerdi•ca lculation 3y a Was hington State 1icensecl ,.: .. . • Liengineer or. architect ... . .:LegaltleSCrintiOh' :::•••••••: :',••:-.- , 1 1.WOrkirig drawings;:stainped by a Washington StateliCensedi., _ ::_...... architect; ishich include:. • :: •::: ••• •:•:::.:::. •••:. •••::...,,••••„::::::':',•::::' 1•i,:,•::;:''..:': .. ..,...:., :, . . ... , ... . . ....,..... ..•• ... .... . • :. ''....J.::•,..0•... ArCtilteCtural dravyiags....r......:::::::...........::::..,...°•.:........i.,...;,:::::,°i•!.......::..„.....]:::,A........„.....-..:::...:-.?••••••,...:......,:..,.....,...............,..,...._•••„. . . °. ',.. :.......,....•••••;.......i.StruCtural _drawings..., ...................•::::::_,_,:...„.00:::_:,..:.......:_:::.,..•:::,..,:...:•,,...,::::::•••••:::::,:•••••,....,...:._:.:..:.:.••:-..•.,... ...: .... ; ......'0.0...,.....r. Mechanical :drawings . .....,................::::::::..... -.....:...................,...:,........„°.......!.....:::::::::::...°::::::.-.°,:•.:,....:::::::::::::., • ,.......• •• .0•.,....y,..1'.....°...,.....::::".. .. •Lf:.,• ,I ,.r ._'....._._:::.•.:, .::.:.'...... ;,.:,. . ::.'..,.. .:...:-...'• . ."-,1- :. . C'.. . i i,. ill• d ..-r. a-&.. W.... .- . . i n.• .. g. .. - . S dpape,p14 ..., : 9.-, ....:.,.:. .,• , , ,,:..:,...• :., ... ' 2;,,... ':.. ,.:..::.::•::..::, :..: :. ...'. . ,::...:.1.. '. :.1„. . ....... ........ . ,...:...:„ ... •: , ... . ,:.;. - ?.,.,:.:,,'. ... :,.•.. . , :,-.,.-.....'.,.:. . :.:.:. .. :?. .. ......-..•.,-.-. ,.;...,,: .,:-.•,::. [:. , ;::,:..:::.. - :,;:.."..::...„:'.::. ::.:::":,. ::. ,... :::::::.:•:..i::-. ....;,:..'....-.. ...:.",:.:...• ,:'::.?j:..,...:..•.,::..::..::.;:. . :, .,:'. ::. ..',.?:;•...:. ::„ .:: : 6OMPleted ,:::,.:::..:, '. . ,•.'...:..:.., .:.:,...... ::.•..::. , :U:-... , . .;.,-'.:._.,:.. :, , . , titilibi permit anOlication.::(Orie• for:entire: project) • • . .... ••• •••••••.,—,...• : •:•.•....,.......„.„,.,.:.........• ....:•••••....,•,-.•• ••.-.• .... . of ..CiVildraWings•••••••• • ••• •.:•:....,...:. . . . .... . . . • ... :::::...„.:.,...........„..„.... . ..„..„.„..._ ...,...................._ 1 1 NOTE See Utilitkperrhit application ondchecklist.for,Spectlic utiliiy submittal requirements. ;: • ..• ;•;.• •::,. ]....::•:::••••••::•,:•:: • • L_J. ........ , • . ••:•:0 .. „. . [ Two (2) sets of plans whtch Irictudo 1 : • • • • Building floor plan'shoWing, : •.., , • • • . ,.,,..... ••••Eniire:sOatie:cvhereraCks will be Iocated • •• doors -;.• • " . • Tenant•ipaae.floar Plan:shOwing•raCk•eterage layout; and 1 1 NOTE: lncludedirnenSiOns Of racks (height,,Width and length); aisles : : ••. • •, •: ••• . , . . ,...„ . ... • " • • •••••: :•StrUetLral calCulatiOns,siornOed by a Washington State licensee) • engineer:(raCk•*ttirage:8'.:irict.Over):::::::..:H.:°::::.. . . . . „... . . . . . . COMMERCIAL TENANT IMPROVEMENTS Completed building Peri:nit:application (one for 66(::b structure or Lil Site plan _ • ..... • „•: ••"" ' Location of tenant space Landscapo plan (it [1 Overalt buildrng plan nd propose,chango t o Tenant focation Usa of adjacent (common wall) tenant Qvera(t dimensions o! buliding er square footage 1 Floor plan of proposed tenant space Tenant space pfari with usa of each room labefled Exit doors . . : . ........... egress patterns ari ........................ Cross sectians showing wail construction and method of ............... •. ..... • • ,..; cacuIations stamped by a Washington State liconsed NOTE 11 any utility work is .10 b e olone:••sd bm applicat,on and plans . . • Narratii/e•deaCrIbing!existing.r0Of;:rnaterial::beinb:rerriesied;:adi",::•:•. instattod NOTE A • casiiO it Jotier fs required pnor fo final ....................................................... off of . . . .. . 1■1 i4:•1 AT•01.OTE ;.; • ••••'. .bortiOi000:!)u10'rlf Assessor Account Nurnber Two (2) sets ot plans, whlch include .. .. .. DetaJts antennalsatollito : Structurai catcutattons engineer may be required ....... .. .............................................................................................................. ..„ . 'ASSeiSerACoOtint,.Num...,.....:...„,,,......„.........,....i...,..,....,.., , ,...,,,... ii.......:.3::.:....:.•:.:.:::.i•. ,:.: T,.':.'.:::•:.:;:._ .°' :''.'..;(:....,.,2...'::,... ).:. " ' • • e'., ' :.,.. • :..-:9 ,• .• i.s,...„':: . 1.. ..,:....:::.'5:•,.„9:':.,;.„':.:_•;r::, ; ''°•:j ,:i:k• : .:::•...:i'::...'.:...:._:..1:.::,:j •::: 6 :: :.•.•.:.....::..:"..!:*: ; dra '....:.i..y1)g:.-:, •: which • . .: .:.:. . . . 'irPlu.: e Site PPiiii,iIai Floor 066{:p Ian Buitding 'elevatiOnSAall•ylaY. ' . ::::••::,:.,,,....:•,:::::::::•::.::::::::':':E4Uilding:'orpt secuon .....• •••••,•••••••••••::::::::: i,......,•:‘:. .. :':':::,:•:•.:',...,:::•...:1.',:.•:-..;•;,,:::::::.•':',:st,.uctu. ral::!Tq9,,,•9...P11P-,..:,..,1::i:'::::::5-../.• •;.:::::•:•••:::',':':::.'"•••••'::••1i,..':'•'";.'•6...'iiiiiy.....1'..'yOrIS•rd•t...0;0.,.?(.......e.....:.?,......,......'....:••••:::',:i•-•••':i.':::•-•:','• it appficiff,.-.:':,••••••:* NOTE .. .. ' . ..... •-.:and.:01eriS'in ..tie t : ' t), e„Subthtte ::,,,•••••,•• . :. . •,,... . : . ;•_-•:•••••:::::.•,..,;:::::::;:.::,:::,•••,,,:•.••••,.,::::::;!,:::•:..,.e;,•.•.,•,•: . ,,:::::,.....,...,*::::::•,.::',.••;•;•:'''• ••:::,.REFiPPF.•:'::::: . •:::•••!,••••" - •• • • • , •••••••,..:::::.:•:•:::::::::;•••••••:::::,:•••:::. ..',.Naitat.ie:describing,oxisPna:roof,.471.gtenal.,being1-pmove, pdor tO ari;e1.,'si 9(1.7 off.o ihe' ••• :';';',,••••••.::::••••::: • ' • •••• • • • • •• • . . • - City of Tukwila John W. Rants, Mayor Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: JUNE 11, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Stenson Whitesbar,.Inc. SFR West of 5620 South 149th Street Project No. P93 -0051 Activity Nos. PW93 -0103 thru 0108 Contact Person: F. Lee Stenson Telephone No.: (206) 824 -3990 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN. ACCORDANCE WITH THE PLANS APPROVED ON JUNE 11, 1993: Permit fee Curb Cut /Access /Sidewalk $ 25.00 Hauling $ 25.00 Land Altering $ 55.50 Sanitary Side Sewer $ 30.00 Storm Drainage $ 25.00 Water Meter (Permanent, 3/4 ") $ 700.08 TOTAL $ 860.58 Two copies of the confirmed Utility Permit Application Form and approved plans have been inserted in the permit files. Attached, is a METRO Residential Sewer Use Certification form which the applicant needs to complete and submit to METRO. JP /cd Attachment a/s cf: METRO Finance Department (w/copy of application) City Utilities Inspector (w /copy of plan /application) Development file (w /copy of plan /application) cd.d25.atenaon.upa 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 City of T( wily Centra_ 1 M stem — Engineering Division /VI/ 9,g- o /03 WaMMerr Blvd., Suite #100, Tukwila, WA 98188 .aez, oh�9�.. 0i48 9- 005 ( Phone: (206) 433 -0179 MAY 121993 UTILITY PERMIT APPLICATION TUKWiLA PROJECT > ><; )■FORM/TIO Property Owner: "It ite A• ress: 56 )1) SOUTH 149 N Name of Project: SCOTT HOFFLING • Street Address: 9462 S. E. Engineer: N/A SOUTHWORTH DRIVE Street Address: • Contractor: S.W.I. Phone No.: City /State /Zip:pORT ORCHARD 98366 Phone No.: City /State /Zip: Phone No.: 8 24 -3990 Street Address:22309 7 TH AVE S, DES MOINES WASH . City /State /Zip: 98198 King Cty Assussor Acct #: RMIT.S: REQUEST:I 8088600030 yy0#'Szof.e3 WATER METER DEPOSIT/ REFUND /BILLING<< Street Address:22309 7th ave Contractor's License ik SWIN ❑ Channelization /Striping /Signing Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: _. Sizes: ❑ Flood Zone Control pc Hauling .• �' Land Altering `S.- cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times' Date: Sanitary Side Sewer - No.: / ❑ Sewer Main Extension El Private ❑ Public $ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public 3 Water Meter/ Exempt:- No.: Sizes:_5 L_ Deduct ❑ Water Only ❑ Water Meter/ Permanent - No • ._ Sizes' CA/ ❑ Water Meter/ Temporary:- No.:._ Sizes Estimated quantity: Schedule' ❑ Other: Phone No.: 824 -3990 :MONTHLY SERVICE:;:: BILLINGS T Q Water s . DES MOINES City /State /Zip: WASH 98198 Name: S.W.I. Phone No.: 824 -3990 Street Address: 22309 7 TH AVE S. DES MOINES % ity /State /Zip: WASH 98198 L Sewer ❑ Metro ❑ Standby DESCRIPTION`:OF<PROJEC' ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/Industrial ❑ Hotel ❑ Motel E. Office ❑ Retail OcSingle- Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital ❑ Other: ❑ School /College /University ❑ Other: © New Building ❑ Remodel/ Square quare footage of original building space: . INFORMATION::: ;''< Square Addition Footag91237 5 rnt-a 1 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 76:0o0 1 : HEREBY: :CERTIFY;THA . ::.1 HAV AD 'THIS APPLIC NAND KNOW THE SAME TQ:BE TRUE AND CORRECT.`;: Applicant /Authorized Agent Signature: / / PRES S.W.I. Contact Person _.(Prin n m L•s'-_ E-E- S-T-ErNSON- t?R -ES- ;Ad-:-1 . Address: 22309 7th AVE S. DES MOINES Phone:824 -3990 PrintName:F. .E STENSON Date: 5/11/93 Phone: 824 -3990 Date Application Accepted: ` • loZ �n Date Application Expires: I k_, i ,q . 04/22/92 Address: 5618 S 149 ST CITY OF TUKWILA Permit No: B93 -0169 Tenant: STENSON WHITESBAR INC. Status: ISSUED Type: B -BUILD Applied: 05/12/1993 Parcel #: 808860 -0035 Issued: 07/06/1993 *******************• k* J4*• k*******•k**• k**• k*********** **** ** * ***k*•k•k•k *•k* ** * * *•k** Permit Conditions: 1. 1. LAND ALTERING PERMIT,. FeEE• WAS' B;AS�EDON A- MAXIMUM QUANTITY OF 200CY. THIS MAXIMUM "LIMIT SHALL "'BE `VERIFIED BY THE DEVELOPER PRIOR40- FINAL.. ACCEPTANCE. 2. TEMPORARY EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AS THE FIRST. 0RD,ER:i OFD BUSINESS <.:TO PREVENT, OFF- SITE':SEDI- MENTATION 3. THE S I:TE , SHALL HAVE ' PERMANENT` EROS ION ,CONTROL MEASURES, IN PLACE J AS' SOON,- AS POSSIBLE ;;AFTER FINAL .,: GRADING HA., .BEE,N COMPLETED.' . 4. NO STORM DRAINAGE DESIGN,,WPS PROVIDED AS PART OF',THE PE MIT .APPLICATIO(1 PROCESS: AN APPROVED STORM DRAINAGE A7E- SIGN` ISrNECESSARY PRIOR TO.`°F•INAL ACCEPTANCE. 2. No changes 11,<;:be made to the;' %plans,unless approved by-the Tukwii;l'a Bui lading Divisi on.. x' 3. Plumbing 'permi ;t sha11 . "be =obtAiined through ,the Seattle -Ki'r County Department,-of Public Heaf1 th ;'''Plumb i ng will be', inspected by that - agency,, irr)`oludirtg` al l� gas `piping (296:�4722) -.• f si 4. Ele. c:t ?rical;f'perrmiha..ltl be�� ob,iained,. hr-ough the Washington - StaC'e D`i v ins i on of ;Labor • :andAndustrje.s •and'°°a l l e l ectrl ca,1,, war^ `.wi 11 be inspected .•;by ;,tthat' agency:;;( 248 -6657) . ,? ' 5. All m0chiami ca 1 work shall be und'erseparate`-- permi t through the Citys.o "f Tuk'wi 1a. 6. All Orrni ts4, ;Inspection records, ;and ap,p[roved. pal ans shall -'' maintai ;r ed:,,av'ai lable at the job site' pOar4, to.'tthe•�•start "off any construction. i�,These documents ar,etto be maintained avai1ab1e'.untial; final. inspection,,' approva.i�,.:;Is "granted.�� 7. Engineer`; d.�4.truss °kdrawings and calculations shall ;ber,.on s and avail +`ab�l.,e to. ,the bu i'l�d�i ng inspector, for 1 nspec;t ion purposes. ' ';.D�o•cumen'ts shall bear ,the �Nsea) and signature Washington 'State Professional Engineer;. 8. Any exposed insulations backlng meterial shall have•,,, ::`Flame Spread Rating of, :25=or less,. and'. naterisal shal1•.bW identi- fication showing th�ie'r f.l re .perf;or'rance'rat i•ng''thereof . 9. Notify the City of Tuk+w i°•la- -'Buitdlng °D;i ,,is�•.an "`pHor to placing any concrete. Th i°s ocedu`re°:i's' ` in addition to any requirements for special inspection. 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 . Edition), and Washington State Energy Code (1991 Second Edition). 11. All wood to remain in placed concrete shall be treated wood. 12.There, shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13. Validity of Permit.. The issuance of a permit or approval of plans, specifications and computations shall not be con - strued to be a permit for, or an approval of, any violation of any of the provisions of this, code or of any other ordinance of the jurisdiction. No permit presuming to give zli*knriHti a shall be valid.• Ir INSPECTION RECORD Retain a copy with per it CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 __(206) 431 -3670 Project: s , I y,r-, -Address: Type of Inspeion; )c (1' Lj'� _Date Called; - _41 Special Instructions: 3;619 Date Wanted: �l n C•/' Requester. Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspeotion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Recept No.: Dale: IN. E ECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. COMMENTS: Corrections required prior to approval. ❑ $30.00 REINSPECTI (FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A t (pi S Date Ca Special !n Dade wanteme d: 7, _ I 0 — �' �.rn. .m. Requester. Evy ,p ,, �_ Phone No.: .27,1 1 0-�,./ ❑ Approved per applicable codes. COMMENTS: Corrections required prior to approval. ❑ $30.00 REINSPECTI (FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. 6413- ol�q PERWT NO‘../ (206) 431 -3670 r e W Type of Inspecion: g �, C. • ." rasa: 1� � l�lq &t.., 11 : , e ern' Special lnstruci ons Pw (A3.0) 0 --I lr v Pt,.) q 3- -010`) Date wanted: am, p.m. Requester. PhoneNo.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: O $30.00 REI PECTION FEE REQUIRED. Prior to reinspectinn, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. 2 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 "Pr ec : —6 — UdIC We o ns : 6 b313 (}.,,'t Clq address: s�D�%J' i�{ q � Date Calved: _ � — 9 � ....! special hstructicrts: 7:0° Date warned: II _ L� (, , '"I Requester �.re ph3ne No.: 5q11•11.--1 0'50 Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at. 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. INSPECTION RECORD Retain a copy . with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Rutecf,' / filaricorI�tcii /,tri, :tIFD ,v Type of Inspect . its, i ' -c-__ /Adr(Qf 3• /L( e /9-'"_'6/5 �%, Spedal Instructions; Date Wantqq�d in Requester. Phone No„ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECT . FEE REQUIRED. Prior to reinspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD ( 8q3___. Retain a copy with permit Orr pEmmv (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ` Corrections required prior to approval. COMMENTS :,: -' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectign „fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: 7'm° Date: • rr• s• f4/9 S.T.. I:,e.=, 7; — 3 stmuctions: Date Want Id- l _ -I -) am.. Requester LL //. v /tGP lr',Y one No.: V 70 -,--;— ❑ Approved per applicable codes. ` Corrections required prior to approval. COMMENTS :,: -' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectign „fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: 7'm° Date: • INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ohol PERM T NO) (206) 431 -3670 r e ( Type of Inspection: ' I Address: i 41 (� S I LI C Date Called: Special Instrumlons: Date Wanted: ! J l 1 �2' ?" q,. p.m. Requester �.....J Firm No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: UP S A-1 t c.s 6 ,F-",..1 g .x., l I r".,;).4 C i' tM ri- OM'P 'L._ . Ar JO lac- :0 'Cam; ot:(7 -'" 2.) t N S'n11-4.--- I- CT A iL .Dav),JSTFtrr AS sA 40 v`— eVai- uro n� \ P 1,,p0 r,J 2b—C. A.:.at�w,. J A-19 0 3 r,tA,P ro STS, !L- ril-i SAO nv -cl r -- t tJG r✓ti Dc Q r nJ ll4, S MSi1/4-=al N • nspeci or: OLVZ (1.1.Scusmtr-- MI 95 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule.reinspection. INSPECTION RECORD. Retain a,copy wlth pe .mit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #i 00, Tukwila, WA 98188 L3- Old (206) 431-3670 —MP: r { r `"/ Type of In Date Cane 6 f � 6 �.( 1 Address: _- ::.:. — - _y Sp: «al nstruct ens: - Date ant:.: Requester: L-eie, Phone Na: y 2 I 1 0 Approved per applicable codes. ❑ Corre o s required prior to a ij prdval. (° ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, Qe must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule relnspection. I S • 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD, Retain a copy with permit jj — c2 /4: PERMIT NO. (206) 431 -3670 'rotect: ,��++� :' ..,, / / 4f.47' lr�ir/rri�.�s'w4/ ype 0 nspect on: �� ,�,1, ress: // 1: :. Special Instructions: „Gis?...._ 70,s-2..... Date anted.. '. -3 / - 9. 3 t,�° am. v ,i.m. Requester; Phone No.: '?- • 7ci,3 O Approved per applicable codes. COMMENTS: Corrections required prior to approval.' • Inspector: D $30.00 REINSPECTION F �E REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 WC, - Type o1 Inspection; , A ..u/ Date Called: Address; / r Special instructions:- . bate Wanted: Q Requester: Phase No,: KApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS; ' ❑ . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite:100 Call to schedule reinspection. 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431 -3670 • ; , 14 Ali .' 4. !J.4.ii.... — • : of I : •.= Pion. i ,J_4AL fLNIL Special nstructios `� 50 pp in 0. 1-e—CZ L�.__.. Y . 'r. Date Wanted: K-4-93 am€ Requester: Phone No.: ' 6 Am Approved per applicable codes. ❑ Corrections required prior to approval. .COMMENTS: c :g f�l`tAR. : �J k ( .4 , Inspecto • l.. Date: ,/. : 0 $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Calf to schedule reinspection. .a-Voi ' ol'ame aYttt.onM:- riasl r_ye.ae�C+r d . l�at�3... :N(r..�a...r.•k._,I�.0 wiM ^^ re�]IT9 r urAiaer.a�!!Mx.:::f CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA MAY 2 6 1993 PERMIT CENTER ['3EVEISMEM SU BM TTAL * yet DATE 72- Cv ri 3 PROJECT NAME ADDRESS CONTACT PERSON ARCHITECT OR ENGINEER PHONE PLAN CHECK/PERMIT NUMBER e 3 -0 /& TYPE OF REVISION: a. /L/E (P 77b /c/s SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions., SUBMIT1'bD. TO: e)-Q-n .ea e.-to S.W.!. 22309 7TH AVE. SOUTH DES MOINES WASHINGTON 98198 824 -3990 MR_ ROBERT BENEDICT°, PLANS EXAMINER CITY OF TUKWILA RE: PLAN REVIEW °B93-0169 RESPONSE ITEM .# 1 ALL CONSTRUCTION TO CONFORM TO 1991 EDITION OF THE UNIFORM BUILDING CODE. ITEM # 2 COPY OF MECHANICAL PERMIT ATTACHED RECEIVED CITY OF TUKWILA MAY 26 1993 PERMIT CENTER ITEM # 3 THE SPECIFICATION FOR THE CELOTEXS THAT WE USE IS RATED 5.4 THE PERSCR I PT I VE PATH CALLS FOR 3.2 SEE ATTACHED INFORMATION (THE BROACHER IS FOR YOUR USE). WE USE THE 5/8" RATHER THAN THE 1/2" THAT WILL MEET THE CODE BECAUSE IT IS ONLY $ 23.00 DOLLARS PER THOUSAND MORE ITS A GOOD BUY. ITEM # 4 OUTSIDE AIR WILL BE BROUGHT IN THROUGH THE B.P.A. APPROVES SASH PORTS ON THE WINDOWS. THERE WILL BE A MINIMUM OF ONE WINDOW EQUIPPED WITH SASH PORTS IN EACH HABITABLE ROOM. THE HOUSE WILL BE EQUIPPED WITH A BROAN S -90 FAN ON A 24 HR. TIMER WHICH CARRIES A RATING OF 84 C.F.M. AT .25 W.G. ITEM # 5 ALL PICKETS AT DECK WILL BE SPACED SO THAT NO OPENING LARGER THAN 4" IS ALLOWED. ITEM #.6 THE CALCULATIONS FROM ELLISPORT REFERS TO THE FRONT WALL WITH PLYWOOD ON BOTH SIDES OF THE LOWER WALL AND PLYWOOD UNDER THE FRONT SIDING. THE OTHER SIDES OF THE HOME WILL BE SIDED. WITH 7/16" OSB SIDING AND NAILED WITH 8D GALVINIZED NAILS TO PROVIDE SHEAR. ITEM # ALL SUBFLOOR.OVER UN- HEATED AREA TO BE INSULATED TO R -19 ITEM # 8 ALL BELOW GRADE WALLS TO BE INSULATE TO WASH STATE ENERGY CODE EFFECTIVE JULY 1991 ITEM # 9 SLAB EDGES TO BE INSULATED TO R-10 WHEN THE SLAB IS LESS THAN 24 BELOW THE OUTSIDE GRADE. INSULATION TO TRAVEL DOWN TO FOOTING 24" OR DOWN TO FOOTING AND OUT INTO THE CONDITIONED. AREA 24" TOTAL. NI< YOU FO YOUR TIME F. LEE STENSON PRES. S.W.J. 824 -3990 601.1 General: This chapter establishes design criteria.1n. of prescribed requirements for building,construction.'. The provisions of this chapter are applicable to all Occupancies. Occupancies shall comply with all the'requirewte of Chapter 5 except for the modifications herein speol;ied. The building envelope requirements of this chapter may be met by installing one of the prescriptive packages in Tables 6-1 • to 6-6 for Group R occupancy, or Table 6-7 for Other Occupancies, Installed components shall meet the requirements.of section 602 and 605. Compliance with nominal R-Values shall be'demonstrated for the thermal resistance of the added insulation in framing cavities and/or insulated sheathing only and shall not include the thermal transmittance of other building materials or air films, but shall permit interruption y ccogional/ fframin? • members. • • i Frame Wall Closing the 20% Energy Gap In R -19 Frame Wall Systems With 2 x 4 Framing All so- called R -19 walls are not equal. Many building codes allow the R -value to be calculated through the batt Insu- lated wall cavity Ignoring the thermal short circuit that occurs through fram- ing sheathed with low performance products. These walls can have actual R- values as low 513 when the underinsulated 2 x 4 or 2 x 6 f aming is considered. The following wall systems provide an actual R -19 including the fuming because they feature the use of hermaxe Blackore'" Sheathing or Tuff-Re Elackore'" Insulating Sheathing. Ir 1 a basic wall system, either of these prod - c.cts is simply applied in place of less efficient s leathing on the exterior of the wood frame suds. Brick, wood, hardboard, aluminum c r vinyl siding is then fastened to the ' 'ood frame construction through the it isulation board. fs an underlayment, Thermax Blackore S -.eathing or Tuff -R Blackore Insulating Celotex Blackore Foil-Faced Foam Sheathing Unlaced Glass Fiber Batt Exterior Siding R -19 Walls With 2" x 4" Studs Sheathing is applied directly to the interior stud surface and subsequently covered with the interior finish which Is installed with Joints staggered over the sheathing. Any code accepted interior finish can be used with Thermax Blackore Sheathing. Tuff -R Blackore Insulating Sheathing must be covered with minimum Ii " gyp- sum board. R -19 Wall System Calculations at 75 °F mean temp. 20% framing factor using Thff-R. (Calculated in accordance with ASHRAE Handbook Fundamentals) Basic Wall R•Values N framing caaty Inside Surface Film Ve Gypsum Board Poy Vapor Retarder R-17 Batts 2 x 4 Wood Studs, 16" oc. W Tlrll•R " 1" Reflective Air Space 4" Race Buck Outside Surface Film .68 .68 .45 .45 negl negi - 11.00 4.38 - 5.4 5.4 2.f7 2.77 .44 .44 17 .17 "R" at sections 14.29 20.91 .20 +_80 - .052 14.29 20.91 I - 19.23 .052 Total Design "U" - Total Design "R" - BASIC WALLS WITH SIDING 07200 /CEL Buyline 2345 Interior Application R•Values N N framing cavity Inside Surface Film 'h' Gypsum Board W Tulf•R R -13 Batts 2 x 4 Wood Studs, 16' o.c. Celotex Fiberboard Sheathing Aluminum Sading Outside Surface Film .68 .45 5.4 4.38 .68 .45 5.4 13.00 1.32 1.32 .61 .61 .17 .17 "R" at sections - 13.01 21.63 .20 +_80 - .052 13.01 21.63 .1 - 19.23 .052 Taal Design "U" ■ Total Design Minimum 1/2" Gypsum Board Polyethylene Vapor Retarder Foundation Wall Metal Tie Fasten to Stud Brick Veneer BASIC WALLS WITH STONE OR BRICK VENEER Celotex Blackore Foll -Faced Foam Sheathing Polyethylene Vapor Retarder Unlaced Glass Fiber Ban Minimum'/," Gypsum Board Foundation Wall UNDERLAYMENT 9 WASHINGTON. STATE,ENERGY.CQ0E CHAPTER SECTION 900 -- PRESCRIPTIVE HEATINB:SYSTEN SIZING When using the prescriptive approach In Chapter 6, if approved by the building official, design heat load calculations are not required to.show compliance to this Code if the heating system Installed is equal to or less than the.., following: Climate zone I Electric Resistance. :Electric Resistance (Forced Air) Other Fuels (Forced Air) climate Zone IL Electric Resistance Electric Resistance (Forced Air) Other Fuels (Forced Air), 21 btu /hreft2 24 btu /hrsft: 27 btu /hreft2 29 btu /hreft2• 32 btu /hraft2 39 btu /hraft2 • Example: A 1500 ft' house in Zone 1, heated•wlth gas, would not have to submit a design heat load if the proposed furnace is 40,500 BTU or 191s._ 1500 x 27 • 40,500 Disclaimer: All heating systems shall be designed and installed in accordance with Uniform Bulld.ing:Code Section 1211. • I I.'1 1 pm...•,,%J. .1 • �t 13 K'c <11 '5511 H d ti 147 2 147& 3._.__ 4 I I; 1- $. 1. IO 9 8 .6 S L, 4 1 /f�YYUII�f J I� S `1\ 149TH . • 1 ' G3 1,0513/,, IT AV 1412 2 5 5 13 14 15 16 17 18 9 634707 TH- -sr 77-39-SS-RE 20355 4' J 1 1 31116 84-07-SS 5044 s1 152ND 66 UNITS l2) 13) t1) 393 LEGAL DESCRIPTION FOR BUILDING SITE IN THE CITY OF TUKW IL AS RECORDED IN KING COUNTY LOT 7 OF SUMMIT VIEW ADD AS RECORDED IN VOLUME 17 PAGE 68 RECEIVED MAY 2 6 1993 TUKWILA PUBLIC. WORKS RECEIVED:. CITY: OF TUKwi ►' .; • A NEW MID -ENTRY BY S.W.I LOT 7 SUMMIT VIEW ADDITION LOT IS LOCATED WEST OF 5520 SOUTH ;1 4 9 th. TYP 24" O /H- - -- ALL 4 SIDES WOOD ENTRY DECK WITH STAIRS CONC WALK AND DRIVE /S' Q C-2 . f�' / ,, a/0/ Q1 FINISH GARAGE FLOOR 4- @ 212 finish 'FINISH TOP FLOOR @ 'W23. ,FINISH TOP OF CONC WALL @ 220 WOOD RAISED DECK Y OF TU KW I LA A"PROVED. J ;141 3 A LANDSCAPE AREA (FRONT YARD) �. DIVISION EXISTING HYDRANT C' E:',u r6"R L. /II L SOU T //- /pi 9 Ste' 1444. p,Eit J/73' AIM) e.€74/49/774/451 c201012 0,03 � ;,. �iT,rROFEiru c°wIuA PERMIT CENTER . Ellisport Engineering, Inc. �iizeCTU .. az -CCU- 7477041 roe 6141 • • •• • Juc.Y g, 199E JC OpF/c/ DO iv or A-CL WA-77(941S W /7/1007- . 4J 0g16 /,AL I.Vert rii ,' 20501 81g Ave SA: Iiishan, \\A 98070' 7ele�ih�n�e A F X (206) i63•53I1 or 1 (800) 235.5510 RECEIVED MAY 2 6 1993: TUKWi .PUSUC WOLA RKS RECEIVED CITY OF:TUKWILA MAY 1 2 1993 PERMIT. CENTER • ■' FROJFCT FIG. BY ELLISPcI T ENGINEERIN_G 20501 - 81st Ave, 8.N., Wishes, NA 98070 (206e 46-51 o 800) 2351-0 .70B N0. CHECKED BY QA= ..�_ &BEE1' �._ Q -90e-45 191 aparaf->E3 ie-t0P6 0/ U AJO vviuucvoti eze pA66 A10. et G Ellisport Engineering, Inc. PROJECT gw J013 NO, I G /2 FIGI'REI) BY 4 (t,r • CHECKED IIY • DATE ' /-7 // s1IE r / OF 20501 81st Ave. S.W..1ashon, WA 98070 (206) 463 -5311 or 1 (800) 235-5510 &Wee Dom' jn101 -4 1.L I POI21 OiJGrl/.l '// WAS 4' P . TJ PI;, // i ;' V Cr.)Av.t. -t lA-r1(9 G 7Mek. it/AG` !6: j / - i OP '. A 4 PG)T [.e/c-C. �t ✓1 L 1✓ . V+l -i/ RFCvt PeC7 -77746 . QOrur 1a W/-77/ A e,aer /li(h' zeev !..)r, FG firit,42, A-1.10 7 aSuP r2, 74/G 0741:,Y-)e-i11-170/A10 . BL' /LD //i* P CfJ /7 A-Ny 0 U 77O(/ =1 �, - a,'�1' J ti.1& 7 /' i14.P0 M 77 ' /..J l : Jii.V e76 ,k1717 .- . - . C-t.L.lp0=7' gc.)& mi ,14/.41r. C q,■Ti);h• taw►,.': EIli >j nt l:ii iu�irin}I. Inc STRUCTURAL NOTES Codes And Specifications 1. Uniform Building Code - 1988 Edition 2. ACI 318 -83 Building Code Requirements For Reinforced Concrete 3. HILTI Fastening Technical Guide 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1991 Design Criteria 1. Wind Load - per Uniform Building Code Exp. B, Method 2, Basic Wind Speed = 80 mph.. Wind loads govern lateral design. 2. Seismic - per Uniform Building Code Zone 3, I =1.0 3. Roof Load - DL = 15 psf LL = 25 psf (snow) 4. Floor Load- DL = 10 psf LL = 40 psf 5. Deck Load - DL = 10 psf LL = 60 psf 6. Soils - 2000 psf (allowable bearing pressure) - 30 pcf (lateral pressure of retained earth) 7. Concrete - 2500 psi @ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement eAe,e pt ae n crtcd re&a.i n rig wad 16 Timber Construction Notes 1. All large timber members and headers r,orw i na.l 4 W air) ghall b7 DF4`2 and nominal Lo" ho‘.11 b Dr41) v. AJ.D, 2. All headers shall have strap connectors to the top sill each end. Use 2- Simpson MSTA24 connectors, unless noted otherwise. 3. All shear wall plywood nailing and anchors shall be as detailed on the the drawings and as noted in the shear wall schedule. All exterior walls shall be considered shear walls. Use 1/2" CDX plywood - blocked - with minimum nailing 8d @ 6" o.c. U.N.O. Soils Construction Notes 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. General Construction Notes 1. Contractor shall verify all dimensions in the field; any variations from the Drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes shall have the prior approval of the Engineer. A/Ore -2) /O( (3 lit! 1N6 ; YR 2. WNCJJ 43/r zz u.. Imo✓ r14" d12 /Ai L�VG7H F2.5 = �"o M MJlM W k LA A-4- R50-37-1Z4/ / it privet 2t7 oV r DE 02" C-P -X PL 0∎1 OOP (14 /v) 1 At t. Irv- ../ a. A-C.C.s ,A IV r7 NA l C. Pte. Q u. tit . O. 1/02." • 5. MAY , 6u06Tirur roe Pawoor> IJO PNevucr/ae./ IN •-rkie/ - "1.1, 4, In/1fi rx Pawoop 61404-770/a !°S AP/0 2ki 4/26S A&J2 &/A /L 6PA d #.JCS► lam✓ G Co M °e PA/.J .J GI/ h./76 Drr or -r DkJ A D/ PaP 7" 412J17 A1.MD AM/1#3 ..9,44U-De &le. . 45/ gtAAW A 44 w u. 1 r vL6 MMKK DW DW ,M N : P1 6454-7- All ,,,,,,,,„...,G, p,,,,,,,,„...,G, C G -mat retife kdA L /A./G Nore, r > 1/? PG.Ykl OOP &z4 G to "t � „16od a *. oa „ 14A.P,.�. e. 4. -O 1. i 1l2” FLY K!COP. I /2." PLYwcaoa � 8d @.4''°c. ad 6 ' aG P2. -f cad E co l't. og;, ' .�0 45A.e,e V-01 � 1/11r6 1> V•2. PLY'wOD /o 64"b. /6'- <4'Sa�; /d II." 6 w B E oT74 46I C2S2. rd c 4'oi / ,d G co °- i 5 /f� A la.. C 3-d III." PLY woop Ot9gi P d 1 De r�o P > d @ ' 1-1/2." 40 A . 4_. AJorg .P2.. 1 A/Ore -2) /O( (3 lit! 1N6 ; YR 2. WNCJJ 43/r zz u.. Imo✓ r14" d12 /Ai L�VG7H F2.5 = �"o M MJlM W k LA A-4- R50-37-1Z4/ / it privet 2t7 oV r DE 02" C-P -X PL 0∎1 OOP (14 /v) 1 At t. Irv- ../ a. A-C.C.s ,A IV r7 NA l C. Pte. Q u. tit . O. 1/02." • 5. MAY , 6u06Tirur roe Pawoor> IJO PNevucr/ae./ IN •-rkie/ - "1.1, 4, In/1fi rx Pawoop 61404-770/a !°S AP/0 2ki 4/26S A&J2 &/A /L 6PA d #.JCS► lam✓ G Co M °e PA/.J .J GI/ h./76 Drr or -r DkJ A D/ PaP 7" 412J17 A1.MD AM/1#3 ..9,44U-De &le. . 45/ gtAAW A 45a46puz DW DW ,M N : P1 ENG'D: m Effisport EllgLneering, Inc. 1(800) 235.5510 JOB NO: DATE: 4 /v4iz. V h0n,'WA 980: SHEET ` 1 Ellisport Engineering, Inc. PROJECT 614 JOIi NO. FIGURED BY MC CHECKED BY GATE 7/7/92 SHEET! OF 20501 8Ist Ave. S.W, Vashon, WA 98070 (206) 463 -5311 or 1 (800) 235 -5510 • ticP si✓ `•J/ -.�.9 - &Ai /j, / L.4;1, �?l.AJ ' :A'r ,a/,,D 67U2 C ciati/ ASV C7 C.' H fir ; p W/JU�i•✓ (‘2)-(:;(7-F- PLA /./) 8 tarnri};hi 11Mi:; FJ ii rl Inc. 1 }Sp col n 0Q-t V r\b' dicg D. o IS 4 to N J za 4 A Ye. h.6. -r IM_BEDMENT COMTII4 U0 US FOOT 1NE1 ESTKMMT PANEL -J • 4 J EJ 0 Q J 0 a cc I- 0 0 J J z 0 a Lo o c PROJECT di/\I I ' E lhsport JOB NO. FIGI'kEJ) BY ' En eerin Inc. CHECKED BY DATE 7/7/ S1IFIr r of 2050181st Ave. SW, iashon, WA 98070 (206) 463 -5311 or 1(800) 235 -5510 'd )/.lv = MPA Ce - , "T Z9-*(31 Ce 6 Z„ /7,0 ."/'° 9- Ie\J 3(1'710) (/4 PS .e') )(I7,o)C/ o)- 17 :7 t:� �utl;hl l'K9:. Glli >Iwirt Iii0imritig. hie. Ellisport Eniiieerin. PROJECT 6ki 1 JOB NO. . FRAM BY Ap-r" CHECKED BY DATE 7/7/A/Z SI I EF.T OF 20501 81st Ave. SK, Vashoti, WA 98070 (2(6) 463-5311 or 1 (800) 235-5510 •, 11■TigIn Ellisport Enghieering, Inc. PROJECT ! ' JOB NO. FIGL:kED 13Y M pr. CHECKEI113Y HATE 7/7/6,2 SHEET: (W 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 or 1(800) 235-5510 t5rypynght N92, Ellisport I:nginerrii) . Inc. �— Ellisport Engineering, Inc. PROJECT' 6w 1 Ci` JOB NO. FIGCRED BY Aft pr CHECKEI) Bl' DATE // 7/l2, SIIEE1•G}- OF 2050181st Ave. SA:, Vashon, WA 98070 (206) 463-5311 or 1(800) 235.5510 6H- ow_ @ PDNT WA -CMG- -- UPP 2 p (4 + 15-"-) + (2- 1871 r1 6W l67/ S m 674 pt..F o 6iitp2A9/.J «re2 r 1 1; H 1992. Ili >iwir Engineering. Inc. PROJECT. �I °'r, Ellisport JOB ,'N0. Eiigineering, Inc. CIIECKE1) BY FIGt'NE1) lfl m Ivo: 7 bfri 2 stIEl`r OF 20501 81st Ave. S», VasBon.lXA 98070 (206) 463 -5311 or 1 (800) 235 -5510 »gnrigln I992. rlli >lnii'i I;ngiiiecruig. Inc. I .) icartri Mme..• I/Y MI /.• •141 . hi)IFf (Az 1 1 . ` :l .r 640 c. 3;11. ui run u i , S/ LIJ 0 (7) al Luz •zr a,- •=r .t. F aJ It �111 IIll�hl IIIOIH11IV,m��a�,..:..,�lllillll It% 11111111111/11111/1 IUU■ w�1M'�w�IMr����■ 1 MUM tin■ OMER :r. 23.rat .f1 <E' • ': iii;'; •.'•3'i ?:: <:,Fk$:i,••,'� ?f� .::::..:... Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match th'e selected Option requirements without exceptions or substitutions. City of Tukwila • 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 individua i R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal require ments 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. Plan Review (For official use only) Selected Option is appropriate for this dwelling cleesign. YES l ' No Option — may be a better choice. Notes: Dater /4i Page 1 of 6 OPT III OPT IV HVAC AFUE Glazing max:. of floor U -value 2 Door U -value (R- value) (R -2.5) (R -2,5) 0,40 (R -2.5) Ceilings: with attics vaulted Walls: above grade below grade interior or exterior Slab on grade Footnote: 1) The "z" symbol moans more than or equal to; "S." means loss than or equal to. 2) Glazing trade -offs may be made If the Option U -value requirement Isn't exceeded. WEES/NORADtAPR 6, 1691 COMPLIANCE REQUIRED INSPECTION APPROVED IMPORTANT: Supply information In the shaded area by checking the Ee appropriate circles. Disregard topics that don't describe your building or equipment. D_O NO_Iplace checks In the two left columns. CD 61) shall be . R10 and Iocated on the: . ,....... on Reqtitr.ernerits • 502.1,2,50 . B. Foundation vents are closable. return:if lown crawl space WSEC Foundation phase requirements: Inspected by Date Insulation baffles shall be placed in attics/ceilings to maintain at least 1" ventilation space and extend al least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). Glazincj effloiency required under the selected option shall te(S.5O2i,5,6O2,8,2): E.5'...;e015titir)1,:11i.,1:1Vy.:-i!t: • k U.75 (Option • Symbols used: = equals > greater than ,< loss than a greater than or equal s loss than or equal UPDATED APRIL 0, 1991 Page 2 of 6 CbhPLIANCE REQUIRED IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. 110 N_QS.piace checks In the two left columns. ww V's 1 70- .1,V1101.4*Waftt440 Glazing /skylights by type (S. 302) See the Washington glazing directory . Manufacturer Frame material 4t Layers Model # Area (Ft2) Uo value Tested? U. Yes 0 Single G I a Z 1 n g (No more than 1% of floor area before doubling, S. 602.7.2) Type: No: Area: X 2 U Yes Q Type: No: Area X 2 U. Yes 0 Untested Glazing (Use only default U•values in Chapter 10, S.502,1.5.1 (4)) snum.u;er. %o (Oplio ailoo'area ngpe'roeta' cum e;nt.atlon insufilcierf: , ues shall ustlfietl by Mir testing re Cl I I ID I rs Glazing air leakage(S. 502.4.2 (c)) measures shall be met as follows : . fixed site built: stops with sealant. Q operating site built: weatherstripped with closer 4E1 cu Concealed insulation shall be placed: E behind shower /tub ❑ behind partition studs /corner ED ® S t a n d vd air leakage (S. 502.4.3) caulking is complete and installed in the following locations : C' etween Sole plate /subfloors 1310anition stud penetrations 19 wiring /plumbing /duct register penetrations a1Tght fixture/ flue penetrations Page 3 of 6 [fim Joists /mud sills (heated lower floors) [9'raround window and door frames COMPLIANCE REQUIRED INSPECTION APPROVED IMPORTANT: Supply Information and check appropriate circles In the shaded boxes. Disregard topics that don't describe your building or equipment. D_ lin..piece checks In the two left columns. Sk%.xa'S f k� Q' Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): Location Minimum at .25 w.g Mfr. /model Fan label CFM(.1W.G.) Kitchen fan 100 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Laundry fan 50 CFM 0 50 CFM (1 -2 bedrms) Whole house tan` (choose one) '60 CFM (3 bedrms) 0 100 CFM (4 bedrms) ' ; .J_cl° Whole: house fan Is listed /tabled: "for':Continuous use Q Whole house fan wiring for control routed to central location 0 Whole house fan shall run continuously, Kitchen rate 25CFn I;rated forced.alr furnace v:e:ntllatlon (IAQ Coda, 5.3.03 e house fan instead of fresh air inlets in the bedrooms E if yes, a 6'' outside air inlet dtact w/ barometric damper inviting: ACH shall run from the building exterior to the furnace return `j 0 Mechanical ventilation fan ducts shall be Z 4" and properly sized using IAQC,Table 3 -3. r •shall be,:provided t ch bedroom Teste 'erall living area: entrai.`force (ling unit as follows , oontrollable, through wall; as :specified for bodroo ch. delivers outside ma • ecessed lighting fixtures (S 502 4,4) shall comply w/ one or more of the follow • IC raced, with;no slots or holes to cans, caulked or sealed between can and ceilir IC:ra• • d with`Iable certifying an ASTM E283tested airieakage s 0 CFM. qny >UL. listed fixture enclosed by a 1 /2 "'gypboard box or other manufacture w/ 1/2 "clearance 10 combustables, and;3' 68)6 11P WSEC Framing phase requirements: Date Inspected by Page 4 of 6 INSPECTION APPROVED rtkNOW1.04 IMPORTANT: Please supply information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DO NOT place checks In the two left columns. ED Exterior slab Insulation, if not located on the interior, shall be R-10 (Table 5-1, 6-1). (Dinterlor below-grade wall Insulation, only if none on the exterior, shall be R-10 (S. 502.1.4.10) Y.Y4•• shall be lnsu)ated • 9 ••••••7• r w Iowgrade walls shall be nsuIated wilhou Vaulted . . del •a gSkylIght wall insulation is installed and equivalent to the required wall R-values above. Furnace and heat pump Options may be change before July 1, 1991 orceci- WSEC insulation phase requirements: Inspected by: Page 5 of 6 --:• su • ' Doortypes are (1) (2) . • • •• - • • • •(0. iO i;t • • • (3) COMPLIANCE REQUIRED scv INSPECTION APPROVED/ IMPORTANT: DO NOT place checks in the two left columns. E..W44,0025;7.5tf. fRaa.:y?Vr2>;,'�^•r £.i4.,F12 Q Exposed foam insulation shall comply as follows (S. 502.1.4.7): CO Protected with metal or plastic flashing, or other suitable material that extends below grade. ❑ Insulation is approved for sub - grade, exterior use and properly installed. QAirflow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6,4) JLoosefill insulation OK if (S.502.1.4.5): ❑maximum ceiling slope not > 3 in 12 ❑ z30" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge, Q6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall QClearances shall meet listed minimums between insulation and (S.502.1.4.2): ❑ chimney ❑ Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. Attic hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) AM exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). NServIce hot & cold water piping shall be insulated to R -3(S. 503.11) Service recirculation hot water piping shall be insulated to Table 5 -12 QHeat pump thermostat shall have progamable capability (S. 503.8.3.5) Thermostat provided fo'r'each HVAC system with range of 55 -75' F.(heating) (S.503,8.1). !s3 Readily accessible, automatic or Manual means provided to restrict or shut-off Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). Controls for backup heat prohibit similtaneous operation of the primary system (S. 503.2.2(2)), Mechanical ventilation system shall have timer, dehumidistat, or switch (S. 302.3.1). Mechanical ve'ntilatlon ducts shall have insulation z. R -4 in unconditioned spaces (S. 302.5) Mechanical supply ducts in conditioned spaces shall have z R -4 insulation (S.. 302.5) Supply ducts shall have volume dampers, or the equivalent, to balance system (S. 503.6). Supply and return air ducts shall have sealed duct joints in unconditioned spaces (S. 503.10.2). HVAC plenums, supply, and return air ducts shall have R -8 insulation (Table 5 -11, All options) Electric water heater(s) shall have (S. 504.3) : ❑ separate power, or gas shut -off ❑ 1987 NAECA Lable on tank ❑ noncompressible R10 pad (unheated spaces only) ❑ Temperature setting s 120 F. Showers and lavatories shall limit flow to s 3.0 gallons /minute (S. 504.8.1). Swlmming pools(S. 504.5) shall have: ❑ readily accessible ON /OFF switch (pump, heater) ❑ Pool cover ❑ Piping insulated to S. 503.11 All replaces (S. 402.3) shall have: 'quare inch combustion air supplyduct w/ tight fitting damper, directly connected to the fire box Ii.MTight fitting glass or metal doors. Sol fuel burning appilance(s) (S. 402.2) shall have: t3ht fitting glass or metal doors ROutside combustion air source directly connected to the fire box ❑ Exception: Non- direct, 4" diameter, dampered, combustion air source: allowed only for (1) new stove installations in existing homes where obstructionsprecludes direct combustion air, or (2) Central heating systems located in unheated spaces. Radon monitor shall be supplied to the building (S. 302.2), �WSEC Final phase requirements: Inspected by: Date Page 6 of 6 LOCATION L IV I NG -ROOM LIVING -ROOM DINEING DINEING DINEING KITCHEN MASTER -BED BED #3 BED # 2 ENTRY LOWER FLOOR FAMILY ROOM FAMILY ROOM FAMILY FOOM UTILITY SIZE TYPE U -VALI. FRAME TYI 60" X 60" BOTTOM 5 0.36 2050 60" X 80" S.G.D. 0.48 2070 48" X 48" SLIDER 0.36 2050 18" X 48" PICTURE 0.39 2030 18" X 48" PICTURE 0.39 2030 48" X 42" SLIDER 0.36 2050 60" X 42" SLIDER 0.36 2050 48" X 48" SLIDER 0.36 2050 48" X 48" SLIDER 0.36 2050 24" X 48" PICTURE 0.39 2030 48" X 48" SLIDER 48" X 48" SLIDER 60" X 80" S.G.D. 36" X 36" SLIDER TOTAL SQ. FT. GLAZ I NI 232.16' TOTAL HEATED AREA 1892 PERCENT GLAZING 0.1227 0.36 0.36 0.48 0.36 •2050 2050 2070 2050 WINDOWS IN SLEEPING ROOMS AND HABITABLE AREAS TO BE EQUIPPED WIT1- APPROVED SASH PORTS. WINDOW MANUFACTURE TO BE NORTHWEST ALUMINUM PRODUCTS INC. THESE TO BE WHITE VINYL WITH ARGON GAS. RECEIVED WINDOW PLACEMENT MAY VERY DUE TO ELEVATION CHANGES BUT TO REMAIN IN THE SAME ROOM AS DESIGNED MAY 2 G 1993 TUKW PUBLIC WOILA RKS CITY RECEIVED VILA MAY 1 2 1993 PERMIT CENTER (- City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director May 17, 1993 BUILDING DIVISION Mr. Lee Stenson 22309 - 7th Avenue S. Des Moines, WA 98198. Re: Stenson Whitesbar, Inc., Plan review # B93 -0169 Dear Mr. Stenson: The initial plan review has been completed by Building Division. Prior to final review and approval, additional information/ clarification to the plans will be required to show compliance with Tukwila ordinances. The following comments are applicable and are referenced by sheet number. 1. Structural Notes (sheet 4) revise code reference to 1991 edition Uniform Building Code. 2. General: A mechanical permit application will be required prior to approval of the building permit application. Include the furnace specification and installation requirements with the mechanical permit application. Data must include the proposed furnace AFUE rating, and heat loss calculations used to size furnace. 3. Provide specification for 5/8" Celotex "Tuff -R" insulation. This insulation board must provide for a minimum of R =2 thermal insulation factor to comply with WSEC prescriptive option II. 4. Indicate your proposed method for providing an outside air supply source as prescribe for the whole house ventilation system. Refer Washington State Ventilation and Indoor Air Quality Code for options. FOLLOWING COMMENTS REQUIRE NO RESPONSE, ALTHOUGH THEY WILL BE NOTED TO PLANS AS REQUIREMENTS OF FINAL INSPECTION APPROVAL. 5. Pickets at deck guardrail and entry landing guardrail must be spaced so that openings between pickets are greater than 4- inches. 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • (206J 431.3670 • Fax (206) 431:3665 City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director May 17, 1993 Stenson Whitesbar, Inc. B93 -0169 Page 2 6. Structural engineers notes indicates that all exterior walls are to be sheathed with 1/2" ext. plywood (contrary to standard plan notes). 7. R -19 thermal insulation will be required at floor over garage space, and walls between garage and dwelling will be required to be insulated to the equivalent requirements of an exterior wall. 8. Below grade concrete wall at lower floor dwelling space must be insulated on the inside to a equivalent thermal insulation value as the exterior walls, or they may be insulated on the 'exterior with R =10 rigid insulation (full height). 9. R =10 rigid insulation thermal break is required to separate the lower level slab between the garage and dwelling space. Insulation shall extend from top of slab to bottom and then underneath towards the conditioned space 24". Your application will be routed to Fire Prevention, Planning, and Public Works for their respective reviews. Prior to returning to Building Division for final review and approval, please submit two copies of information requested and make the mechanical permit application. If you have any . questions you may call this office weekdays from 8:30 AM to 5:00 PM. ely, /,Aid 1/ /i Ro•ert Bene•icto, Plans Examiner 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431366S r�r y *.***:* h*. rkk*********'******.**.******:*• k * * *** * * * * * * ** * * * * *k** * * * * * * * : ** CITY OF.,TUKWILrA, WA'., TPANSMIT • *******:*.k k***'*• k*' k*** * * ** * *. * ** *` * *.*k. ** *' * *;*** * ** *** * **. *,** *******.** TRANSMIT . Number': 93;000593 Amaunt. 403.98 Q5/i2/'1319 . Perma;it Non 093-0169 Type: U -HUILD :,BUILDING PERMIT Purceal ,Nu: ,;808060- 003.0 Site Address: 5620.3 149.3T • Puymert Method'., CHECK, :Natation: STEN,SUN .WHI'1"ESPA ]rnit: ,SLB *****:*.** 4k; 4.* rk*****.:***;k** ikk'*.**********.** kk *. * *kk* * ** * *k* * *•k *k* *k< *k* .Mccourit- ..Code DesOri :ptian Paid 0.00/345;83V PLF1.N `CHECK RES 40 :Y98 'Total. (This Payment ) : 403.9.8 Total Fees: 1,049.95 Total 4111 P-aymento. :• 4 03.98; Ha.l ante 646.00 GENERA 403.98:, TOTAL 403.98 CHECK 403.98 CHANGE 0.00 • °.0626A000 ** ** ***. *k, * *k.l rich * ****h ** * *k ******* kit*** ** k**h ** ** * ** **2r * *:h** :CITY OF TUKWILA,` Wp.: TRANSMIT * * * * * * *.4* *k * * ** * ** *.k* irk******* k***** kk *k * *h *' *r * *k ** * *h * *ik * * * **kAA TRANSMIT Nitmber z ` 93000843 Amount:. 646.00 0.7/06/83 11; 28 Permits. No; 803 0169 fyp.e B-BUILD: `RUILDINO PERMIT' P rLel Ncui ;808860 -003 Site `Address: ''508 8 149 ST Looat;i.grt;.GOT 7 OF > SUMMIT "VIEYT `ApDITION .WEST OF 5t 20 Payinert;.Method.c CHECfC Natai ;dins „ST1NSONN- 141 SLO ****"**** k******;** * ** * ***** * * ** * *** *** ** *' *,k* ** *; * *,k' ** *h* * *'�•A *. **c,k*' • Ac ourit C.o. de Descr i pt i.On Pa i d 000/342.1.00 BUILDING - .RES.. 62117 1f/cI3. 000/086 .3'04; STATE E; BUILDING SURCHARGE 4.50. Total (This Payment); 646'.00 0.00/34t,..709 BUILDING -RADON MONITOR Total Fees Total Al ;l Payments Hal anae; GENERA 646.00 GENERA 38.13 GENERA 25.00 GENERA 25.00 GENERA 55.50. GENERA ` 30.00 GENERA 25.00 GENERA 700.08 TOTAL'. 1544.71 CHECI( 1544.71 CHANGE 0.00. 2151A000 12115 loosm000lossorieworomool000mosoomor L` LEFT Lg 118°° BUILDER SHALL PROVIDE THREE MONTH ETCHED TRACK RADA MON T+ 3. w i l !P1S'i'ALLATE i INSTRUCTIONS INSTRUCIIONS AND FLADON INIFORMAXION SHEETS AT PINA.L' 1N PEC F11ON. ..rtilkirWsjigintoluNe SEPARATE PERMIT REQUIRED FOR: I.: lECHANICAL GAL ECTRICAL CL.UMBING3 ah AS PIPING ON OF TUKWILA BUILDING DIMON SEISMIC ZONE: 3 WIND SPEED: 80 mph WIND EXPOSURE B OCCUPANCY: " R3f iii Cdrift,%1T10,1 17.021 ,e 614 ? %. 7.* /t i. AV 1 In. . -1 TL1 Clef . 4v144 0J I understand =.13 are object to crro u c~ ��: ;�, �3 cl cp rove l of ins does not authorize the violation of any adopted code or OrdiraareCe. Raccipt of copy of .'. • ova JG► -�-- l--3 4144 k s. u } x s M. 1 \\ YfNVW!w Y++MiJ.ay.Wykr4,0',. ..Mry.(L4JrJ_0,,,,,.. ---. , ,� z •rJ\ 4. yr r '4•:.:44 \ } ! \ •r Y r r r . . J f�•. \ ?s •• '•ti .. • ' [ { ( ?r \{ v . y .1.# . > \ r l { � }Jam L r• \� �' •?ti-•✓ :k v f \ 1 lMA • l.P;� ••.:•• . O .i 1 \ 1• r. r.• .i. •.h\ \• . •.�..� . ••.• .4., • • AS•. . 41 L: � I/ 1x pe- °r'� i'o.C-, , I I'112, W011 PIS CITY OF . TUKWILA APPROVED 'JUN 1.4 1993 R AWL AS BLtli DIN DlVISIO • NOTE! Contractor to Check and' t aici Soil and slOpe conditions prior to const:ruCtion . CRUZ ORSIqH ` . I %a . be notifies oZ. ' changes due to ;conditions Oil site. Il EVERY treORY NA$ 5E[s NAG .404N.suAl:YRt ACCURACY OP THESE, :ORA0t3AGS `SiY- . OtSERx INC., HOWEVRA TH "CRRYRACToR 5t3dii t . ClierstAtib VERIFY, 4u." D€kEHSEONS`PR /OR -TO CO iSTAUCTEON. PERMIT CENTER • A11 tdua$. (11•11101141. AtYxetgemtr.,te, 0 tOngis And Pomo Sof Forth Ori Th*S Shoot Aro The Origir.of Work, Proaduci 04 °atm& es, An6 Aso The Propotty of Orono b.sign, low use Of ihi$ *a d Wotit Ploci4st fe ARROS To/. died! Pt*ci Ot The PurOriak , rod For 'rho r onotnecison Of One ;3 , Any Ulm nausit # p ure Of Sod fl:sproduct a r Arrahommora Than t,A 001A4A StrbIty Plortemed Sy Law : t t TtrtYWinen P + 0 5e J n -' 1 Y. IIIIIIIIIJI1IIIII II1111111111111111111111111111 110111[1-ri �1 0 16 THS INCH 1 2 1 v r NOTE: If t notice. it 1111iIII .`1I If�II1(" I`1R IIJIIIiIIIIIIIIIIIIIIIti(II i,1 } 41I1,f.lj I•N.l, j� IIIIIIII)IIIII(II I1IIIlgI{Ihi llil llllll _ 5 6 7 IR . 9 { 1 0 1 MODE INGGERMANY 1 2 4 he microfilmed doc,anent is less clear than this 1 is due to the ounlir_v of the 21ri of na 3 rinrYYmc,nt LOC3t1011 Minimum at .25 w.g Kitchen tan 1 100'CFI Bathroom tart(.. 1 ) 1 50 Cf_qut Laundry Ian 60 CFM 0 Eg CFM (1.-2 edam) Whcle ticuse fan' fill 80 CFM (0 tedrrns) • (c.tccse cne) _ U 100 CP?vt (4 per:nr.s.: ALL EXTERIOR WALLS TO BE 2" x 4" FRAMING WITH 4" x 10" HEADERS UNLESS NOTED. COVERED WITH 58" TUFF-R INSULATION BOARD, R-13 INSULATION AND COVERED WITH L-P PANEL SIDEING OR 548" T-111 PLYWOOD SIDEING. SMOKE DETECTORS TO BE INSTALLED IN ALL HABITABLE ROOMS. ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS. tiar WIRED & INTERcONNECTED D I . Cer4t . --___:etA- BDROOAR 8 NSWAIRIBIOIRRI EYEtY EFFORT HAS' atEN NAOE • : TO ZSUREH E ACCURACY or INESA~...0,9441NOS , BY .COOKE 'oczoir INC".NOUttER-TNE CONTRACTOR' • 5HA4L,COECK AMONTRIFY ALL' . opm,NuposTimum TO-CONSTAuCTiON.. . . . . , CITY OF TUKWILA APPROVED 'iuN 1.4 1993 it4 A) ni G DIVISION RECEIVED MAY 2 6 1993 TURVaLA s:ta ProtUBLIrCzoWEvERDKS TY OF TUKWILA 4puto445cointm 414galorir Los4RZ FLA44fith 6E14 •Fack /94AY 1 2 1993 PERMIT CENTER • idett, Da**. ArrithotAltatt, DrawirtOs Lod Rem So Forth On Trap &test Art The ONOthal W PG** Ot Ofrootf WA ANN Ars TM Florally of Crwit Ottefofk M kftt TRW OW We& Psi Llotifts6 TO A flpoolitd (Art Act 01 The Purdwatr,eriti For twConstruttlat Of Orm Suildthe. A U. 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CHECK' MO Vtatet ALts Oplp4510143 SUM I0 CUPESTROC1101 Afilitgai3OSigiiii;:krailitH!!0148,Pftwittiog a fiat* Set forth On rii0 $heat atittirtiO WiXic.12(00:14010:1; Owrwd B ndAi01110 fii9P4irtioe_646., 04+.0,..11, 0,44 us, Ot Pita Said Wadi Product Is LiinNett To A spioid,R,Ofeafof !chi Purchastr, and RR The GOftatriitt*s 01064 Oultcnna, ikay Uta, Rodae Opsootsuta -,: Sid f1,104./i4411,0,1‘ !C40114; ek.$404/Srli*Pr Anangonnteits:Othet insn trans Deskin Stric,OFtobibitaiiiti Low Villitxxit'Ovii Poiri400-$ ist Of so Do4h. • MUM IMMINEMEglaiftWatiot ;..«,11.1E7EJe-a MEM FINEPAMg7 7;44; TF,Y . , , v; • - •,•••• ; 0 16 ?HS INCH OWNiidgiNiii6i • • 3- • 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 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CHECK' MO Vtatet ALts Oplp4510143 SUM I0 CUPESTROC1101 Afilitgai3OSigiiii;:krailitH!!0148,Pftwittiog a fiat* Set forth On rii0 $heat atittirtiO WiXic.12(00:14010:1; Owrwd B ndAi01110 fii9P4irtioe_646., 04+.0,..11, 0,44 us, Ot Pita Said Wadi Product Is LiinNett To A spioid,R,Ofeafof !chi Purchastr, and RR The GOftatriitt*s 01064 Oultcnna, ikay Uta, Rodae Opsootsuta -,: Sid f1,104./i4411,0,1‘ !C40114; ek.$404/Srli*Pr Anangonnteits:Othet insn trans Deskin Stric,OFtobibitaiiiti Low Villitxxit'Ovii Poiri400-$ ist Of so Do4h. • MUM IMMINEMEglaiftWatiot ;..«,11.1E7EJe-a MEM FINEPAMg7 7;44; TF,Y . , , v; • - •,•••• ; 0 16 ?HS INCH OWNiidgiNiii6i • • 3- • 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. IlTrit41111111111111111111111111111111111111111111 9 10 11 "WEIN GERMANY 12- • 1-- 1 .ntinitaCtpt %hail Ctom and v ry Sl dtmenz... p+iur to consteucli00. Secs met $•1 '& S•2 for conStiu a't & t, slQitiflg speci! c t , ($ inteeri sr walls over 5'-O" Wet to iwte 4184 'Clutters & downspouts 10 be prOkfkkid a t tit(1, by c fie, 'Drub +e, joist under all pares walls ti twee- 54' Of S'.0" that do not stet over wlele teloor a Waal beams) and nail together with led et 12 a.C. stag- going between mfrs.' .M nofto musg extend 314" nth above dam. o $ tn,xlsiiis for washers arid nuts. fat ALL Figgoz .14011 19‘.. 4.4 Orloo 10110,4. 4001.42. OBLabliksil 471. .11101) U , • "fit -rah CITY: OF TLJKWIUA APPROVED JUN „4 1993 RECEIVED MAY 261993: TUKWit.A PUBLIC WORKS FiE r iVEi CITY OF TUKWILA MAY 1 2193 £yrr - IrroaT i1&S Oat ti TO MINI Y4tE ACCURAtt Of � RMfr CENTER Yor oimilsr&s SY C� a61bgx- Ll�ICs. t t ft Cwt V4 S MIX sms vaotsry ltt1. S Ogoett401,111 MUM TO C9kSTAUCT Aat Mew Davigni. Atrodsoesneofe..0Warings and Paitei get Forth Gentle OM* Ate The Odolhal Woot. Prof at. Gc ntsi lev, ANS irato The Preperly 0f Oetee COI*' eA414Ate OtTh $ WO Work Pesletet leUhW TWA Itleeedied P O s the lwaeh awl VW The Consoueitoe Oa i* Id AoyUs% awittle dr Cleakviete Of d 144.46 A t Ohet ►Crrs % 4 P +M14 Law Vii ►a�,tt 'feWW thiC 4 '• i .'f M t r y ' i• s L Y f 5 � Y i _ .,-;..1.-..;; 111111111111111111111111111111111111111111111111plyirt IrITIIIIIIIIIIII1 11191111 IIir I111,j1111111111111111111111\1 ,9p:14111 2 J 3 4 6 7 8 �._,, y .aa�,,.:...._..�..� j 1 NOTE: If the microfilmed document is less clear than this ( • notice, it is due to the quality of the original document. O 18 MIS INCH 1 414411111" 1111 9 10 . i T111111111111 1 1111111111111 1' M)DE IN GERMAN! 12' 1 ha�.carr >tan. ,ggi uc.14041.04; aigi rY iy a. & brac >Ii41' t, 00.1 P i peoe _ Will:,noh 01.t440 altered Clthout .'xia,r 8a .idin4 ;;Dept approval: of Qnginoaring ` "anca, �. Shau have deaign data iYa>` drofr inge on: a .he. for field inspectiaw:: ‘11,11.1i4onne & headere to be 6 x Provide careened blocking ever. supports. Shaded areas frame, over. Sheel tQ= - V V.E.NTING TO PROVIDE I.lun2 PER LiNEAL FOOT (?CF R DCE VENT TO PROVIDE legal PER LINEAL FOOD, ROOF JACKS TO PItOVIDE 66ia2 EACH -204,4.450102 -ROUND tLE END VENTS TO .PROVIDE TiHE'FOLLOWINO i -12* ii3in2 EVERY EFFORT HAS BEEN NAOE TO INSURE THE ACCURACY OF; THESE DRAWINGS BY CRANE, DESIGN INC., HOWEVER THE CONTRACTOR SHALL CHECK AND VERIFY -ALL OEtENSZONS FRIAR TO'CONSTRUCTION • PERMIT CENTER AA Ideas. Designs, Arrangements, Drawings and Piano Set Forth On This Shoot At The original Work, Product Of, Owned By, And Are The Property of Crane Design::. and Use Of this Sold Work Product is Limited To A Specified Protect Of The Purchaser, and For The Construction Of One 8uitding. My Use Reuse or btulosure Of_ Said Plans, Reproductions. Ideas, Designs And/Or ArranpementsOth#rThan Crane Design Is Strictly Prahlbited By Law Without The Written Permisaiori of Crane Dosign: •t4; ofc -,t �� -u .� *a ci: ;,q�o�i ; ..::... /...,- - -' . - .� svK r t s3.- -. �.LL•a: 1'i'!11l111l 1111111l(l 1i1l 1l1f1l111l�lll1l1111111� .I��,li: - ;1��r rji11j1 11 jI�III`��I�� `�I�;�(.` I�il�lj11I �T�; l��I��I���i ).(:��Ij,if1ffillyp. 0 i8.,. 1 3 /. 5 6 r� 8 �h 9 10 11 NAMNORWM 124 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the nriRinai document. dik 301' 11 DINING WALL 3/8 SINK WALL 3/8" REF WALL 3/8" -Try 24.11142,4„, 12- . .lt>r''i1 40 -4 ! ! ii ►414.41.4,* ry ii'l �ur.:ta ifewfmiY� � xisl w; Iss, �',: I .: tr. ;o tt It '.4:144: Irk BEDROOM #3 MASTER BEDROOM t i.-r i.11 -�.. Lord 'LIT, fillenfardi 11 -ry.�, >:<. -� UE 1" 1 ' " -- CITY OF TUKWILA APPROVED ',JUN 41993 RECEIVED titiVi 2 61993 -ruKINILA . . PUBLIC WORK. RECEIVED art of TUKWIL MAY 1 2 1999 SECTION THRU 1/4° EVERY EFFORT HAS @E$N 311t£tE THESE OHAREMS eV ACCURACY RANE OES TON HOWEVER THE CONTRACTOR SHALL CHECK 11110 yeenry.d(,t. DERENSIOHS PRIOR - TO "CONSTRUCTION :M PERMIT CENTER Adidas*, Designs, Arrangements, Drawings and Piers Set Borth Ars This &rifest Are The Original Work Product Of, Owned By And Aral Ma Property of Crane Design. and Use Of This Said Wort Product is Limited To A $psciked Pro t Of Tf{a Purchaser. Nnd Frx The COnstryr�iOie 04 One %Wang, Any Use, Reuse or tstacic+*urie of Raid Pane; Rapraduct of4. Weak Designs And/Or Arrangements Other Then Coins DosIgn is Stem* !'rot Clod EI►E.sw Without The WrKten Perni)seifin 04 0460 •ft.'s : -.�. •h.r ,TM,;u• 'n"2-.k- -E„. E: -Ja..s Vy':'f �� r�;,+3. �. -.�'�Y / - >; `""5.+'S�'t „-.-3 r r �'O ,✓t � p. � f � j - .. a,n '1'-'11'11 ill' l�! !jl 1�1 IJI !�I lj lljl i"I I I I I 1► !►� Ii I I! I I f 1 i! 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MIEl - iR ?'1J.N .. ft, (dam re Y ► 'PUBLIC W iRi RECEIVED CITY CF TUKWIL A SAY 1 2 1999.. „AM D-Tt PERMIT CEN'T'ER A. - , ,i,,, . ' Tres. a. Ih11IIIhIIIIIIIIIIIIIIIIII1II1liIIIIIIIIIIIII IIIWllil-T j .... IpL +III'•'1• I I IIjI '_II1 .LIIIIIIIIIIIII+III1IIII 4141111 0 16THSINCH 1 2 3 4 5 6 7 NOTE: If the microfilmed document is less clear than this ( 1 notice, it is due to the quality of the original document. 11111111 1111111111111 10 IIIIItIIIIIIIIIIIIIIII 11 MADEIrt3ERMANY 12' • ,40101101112ta. Newt NiC. ABA Au. VIO & PELHTS Wiiui AL ON MS SHEET SUBJECT TO GRIM N A . PROSECUTION. i/2 40oD OR 0.6.8. g•-J/ ts9 FELT 'c'Y ------ 2x6 STUD WALL SOLE PLATE NAILED W/ I6d • 8' O:C. - STAGGERED, PROVIDE BLOCKING • RIM JOIST Pln1 4 FLOOR JOISTS AS PER PLAN PLY. SPLICE 13.1.4 tULD t3P EAK ON COMMON MEMBER ad • 4' O.C. • SOLE PLATE, RIM JOIST a TOP PLATE DBL TOP PLATES 2x6 8TU0 WALL BATT INSULATION (TYP.) 9/e' x 1Q3 A.B. • 36' U.C. 2x6 P.T. DP. MUDSILL Sd•8'0.C. *4 DIA. STEEL CONT. 1•4QRIZ. • 12' O.C. '5 DIA. VERT. • 2224' U.C. OR °4 DIA. • 16' O.C. 2x6 FIBBED WALL W/ 12 - IS INSULATION B' (MAY VARY - SEE PLANS) (2)I/2' DIA. x10' MIN. OR IF• SWEAR WALL, f ?) 8/8' DIA. x.10' W/ DBL 2x6 muosILL8 4' CONC. SLAB - OVER 4' GRAVEL 'FILL 2x6 STUD WALL 6' CURB 6' WIDE - CONCRETE SPLICE - IF ANY TOP PL.- . 4' BRICK VENE?R 4x OR 6x WDR 4' CONC. APRON 2 °4 DIA. CONT. 3' UP 42'DOILN 1/2' BOLTS 36' O .C. 2' ON. FROM TOP OF ANGLE L b' x 3 1/2' x 5/16' 436 STEEL EXTEND TO 3' OR 6` BEYOND OPENING 4 I09' CONC. STEM WALL, FOR 8' OR LESS SPANS USE L 5' x 3 I/2' x 1/4' A36 STEEL *t -€e.L. ALE To e00.. %" C?IJ a e'1'p At> 13P,I4.-W NE—EP, 551' GRADE !BEAM M AT GARAGE E DETAIL 4' CONC. SLAB POURED T:GNT AGAINST WALL - 4' GRAVEL FILL UNDERNEATH 5/8' DIA x 10' ----� BOLT • 36' O.C. W/ 2x4 P.T. MUDSILL -1� TI•IE 1AL BREAK R -10 RIGID INSULATION 2 - °4 DIA. CONT. 3' UP - 3' IN NOTEt USE FULL 8' WALL WHEN DIRT RISES ABOVE 4' UP ON WALL FOUNDATION f RETAINING WALL (w TO 4' -+18' 14104 IV PONY WALL) 1 - °4 DIA. CONT. 3' UP NON- IBE4RING SWEAR WALL FIG,. �2 • '5 DIA. VERT. TIED W /'2DIA.a8'O.C. SOLID GROUTED CORE 4' x 8' x 2' BRICK Niclua Reinter 00 O YJIt1GDh It 1'10hT4" ddis4r. i tC+IA ve 65p.)I�' et e-Ni �/i& TYP. 15FR I CK COLUMN AT ENTRY u 0 MULLION AT SLIDING DOOR LET ST -22 TURN SOT WOOD STUD FRAME Top YiEW �� TNING a� 6. S7r'f : 1 SPACE SEAL WITI -W TRIM OR CAULK CRY OF TW llLA APPROVED -JUN 141993 ASfq 14EA®ER (ASS PER PLAN) PC FOR TIE 6x6 °t DF MULLIONS SEE PLAN FOR POSSII5LE SIZE INCREASE 1 -40N- CORROSIVE METAL WALL TIES • 2' MAX. EA. WAY 61 CE- 1i1 L "1'1 1-Owl fib. t.112£ TIC 1 J 11atz.f P' ..k;04TS (2) 2xb ST -22 TIE STRAPS — 2x6 STUDS • 16' O.C.- 2 ANGLE TIES 5/8' DIA. x 10' AB.e48'O.C. - 3 STORY (WERE PLYWOOD USE 5/8' t?IA. x 10' BOLT • 32' O.C. W/ 22x4 P,t. 11XM LL) __2x6 STUDS • 16' O.C. • 3 STORY, 2x461. 12 STORY 4' crdNa. SLAB OVER 3' GRAVEL FILL WOOD JOIST SYSTEM /-- FLASWING RECEIVED MAY 2 6 1993 I/2' PLY. NAILED 8d 0 4' O.C. (EDGES) 1 8' O.C. (FIELD) ALL EDGES BLOCKED 16, d • 6' G.C.. FOR 2xb SOLE PLATE .4 MIL. VISOUEEN W/ I' SAND OVER o LivINC AREAS 2 -R4 DIA. 3' UP 2 OR 3' DOUN • CRAWL SPACE OR BASEMENT to a1� �1 IgE. 3i1 I'110. Tt1KWU.A PUBLIC WORKS RECEIVED crr v OF TUKWILA MAY . 1 2 1993. ETAIL -',4' NTE IO !BEARING WALL ON SLA • 4 1- t 9 Vfi 3$Tt£` OR ROTE • AM Dunorttioets WWI So C!1•sltttc! And Willed Not To rdinstrueloott. r •'33..1 IIi►IlIlI�IiI�I���i►I�IiI�IiiII Iii'lII1IIIIiII'I`jj-I'►II-I.I`' I .. r��Iri�l►I�I mull IIih;,,IIIII�(�I�Ir��l11r�1111� I I41�w 111.1 0 -m.-- 3 4 5 6 7 ....a..,. y_....s��_ :.ac:..:.-- •.::«_.:,..+: �... --9c- l ' NOTE: Tf the microfilmed document is less clear than this notice, it is due to the quality of the Qrigiaal document. 10 11' MADEINGERWV7Y 12- t: • AU. WON. 1 i l'9'$'t BARiTLE9CI1r GN /r+ smarr OWader TO 140NAL PA ii>lCAlYrll 1. . F • eP Id* y'gtTIL AEION; Mk/EA NET AREA; I 6Q. PT. sox : EAr.m `��.,�6a.. r . co FLOOR AMA. TO tl ; D aA6i; C TO COMERS AS PRACTICAL i6J 614ALL' 1 Vt1E GROSS i • 4 �` T)Qi4 :G, •A't: LEAST I : OPPOSITE SIDES. ; I C EEC. 251606. �lg 4 $17 C 0 44:034, Piet *E424'. SEC. 25N.c2. s#L'SC VEiLTILAttiir4,`:V1 OE ATY)IC ARSA OR VV. P "11? 16 N 6CXf!T AND It2 16 3' AAISOva PLATE ItBC. 630. $20 ti i4 TiC Af M 1.2"2"x+ 2"2"o+ ' 410/4 Pitt 3430 14AORPT, t 6TI CTED. READILY C b611?it.l' • , 04$4 LJt 404, ,k Pric.tiiiviftoy : U TS4 C2PmENAOt.f'? URNf:OW oF. lb SOFT. OR Cif ATER A EIEC44L NIGAL- ; • NTLLrAYPOAt SYSTEM cArAteua P'feov1D Cab AIR CWAEE3E6 PER i1OUR, &&ALL BE PROVIDED. SOC. tESS U50. tNtreist i AIN PANS, AND I TO THE =woe. . MO NOSE 'CCGUY'ANC•"1''SEPARATION MIN' 1 14R;TAPED AND prAIS.*E , SECTION 503 c 4 AP. TA 444E 16•b; iR3C. AND LEA t' P T /SUPPORTS SE 1 14/4. (SIB' tYPE 'x' OR EQUAL me, ISA, • -TILE i'GI WOVE* VE* SbtALL tsa 6' ABOVE PI NIS14 FLOG W11w WATER IRE816torr SACKING. • SCAN* 'ENLR't' SLEEPING ROOM WALL .L 14AVE A MNNIMLM NET CLEAR OP ENNE OF 6.1 SQ. PT. NE MAR NET CLEAR OPENING 14EICsi4T DIMENSION 614AALL 15E'24' MIN, NET CLEAR OPENiN 3 EMCEE DEVINSION OF 20'. BOTTOM CP OPENNI WALL NOT se MOIRE TNAN 44' ABOVE FLOOR. ib. PIMPLACEE CODE COMPLI NNCE PER U® C. CRAFTER gib. eAeo LOCAL BUILD140 DEPT. AU66O AS PER SEC. 3100.' 1L: WEARER T8 • 14E41ET44 BNALL EXTEND At. LEAST 16' PDErJ 1 TWE PROW OF, AND AT LEAST m' strao. EAc bisl:'Oil _Ti4E Pne PLACE OPENING. weft THE FIREPLACE Or ENil+if's i6 6 ea Ft. OP! LARCAR.VE t.AR?W EXTENSION 644ALL EXTEND AT LEAST 20' N PPR(fit? CIF. AND AT LEAST 1$` d YCit' 423,: EAG44 SiDE 011 THE Fi IMpLAE..a OPENING. Cam, OR MASONIEE t t $T NOT 0E ON Et= P E. AP/4.10,010N AND H StALL.ATION OP fP$ALAfIO: AND VAPOR IBARRIERS 6i4AL.L COMPLY W1T14 TWE RES.STATE CP 1Ld: 3144INGT !4 EINERGY•000E. 44 44., Ie, GLAZING W CORPLIANCE W1114 SEC.-54,06. L1 C STANDARD NO. 54 -2: AND 114614141TQW STATE *Orr! GLASS LAW. P'T - ARE AS CUTL14weD IN EEC. !406, USG. 44.Aiktit &MERGE t61 'ti4it iAGT CUCH AS GLA66 ON Lam, GLARING W1T1WN t2' 04.eltiell tot CRP A- DOOR OPENNEE CsLA i is GLoGEtR :THAN ,i$►' TO A'FsLOOR 6140wER .DO+ R% AND 1t 1t 000149Eb 6NALL'•'.na.4UIVIE REED, TEMPEFED GLAI S, LAMINATED SA 4TY C LA 8 NtiNstAxr PLAb7L04 . • $L,b G a&d6, '70 GLAZ i. LA11IATED. OR.TEM'ERao GLASS. 4sls.' Watt*. .04,40e4iREE, 6+L4 L. tie A .ii -s .l E©, TEM OR LArtNAtto pwerre.at,Atts ®9R MATT' 8t4 Nt PLASTIC, •8ECC._ 9443/. t>81G. R ' A : - 4444: ANN ';', if?4EN A o4'644ALL CLAMP!::Wt'ts~4 Ih�PACT L. &.. EE M.At'4. Cr' 11.406 Ube STANDARD b4 A. (REQ'D •ALSO •0 "TR &iC . , 4444.. _ 4444 4444 4444 LS. ALL_ Ef t' L �&.AZlt�'8 ILL. l3E DCU M.E G6AZZD ` . CGMP'LY i 4 ?w I".1 Yi tC 64711. 9l P�irT• E. ! t mAThEI ? 1, 9EC:. 281r i Ca H, cf�C 9Ta1ND4 23 -t2. 1111,14,»000 ' - : • "ptf� -•D� LSt°'CF'it$1i6 L4r A� , �'d ; is!•ere. __4444.. ; . ' .444.4. 4444 .444,4 4444.., �RiB C9 CAF, 1;18 4444 L,,, E11418'.i�W T14E• A 1 A . E •n4 INEERR..ta.DAtA PLIED; Err OTWER . :'. ANs.la'3E, C . aJ L.ITY, A; eon. EN& REPORT ENC .D: b uer).. 'E&�!":CL: .• .�''DE6IC#t+1 rotas TEL EVE1�: � 'TsJ?s? =Tt3;�.714E:A�t':C�'TNE , , 4444 , 4444,.. 4444. ., I 4444 . i, T T L !SANE 1� L t`r OF � GOtdT1Re.L ; d'�t 1'C) G�C:iK A?d>>' 4+13'�1R T 6 Ti4� � ►� All Ott :. rC' 4444 -; -44.44 , : • � -4444' 44;44.•. „. .A 4444.. <, -, * b REPRODUCTION THE A1'i� �L'A�i9,AIR� �'l' , ;litr`1':c�r';GPt�d?de- DESIGN INGt , ARJY'..?�:i�t�7ti7ldC`T A - P T .f. A. - .:V1t?L. 11 L.St1>a, - TNE:KIC)i.DE 01= � DRdiU1NGb fi't136 PA 4444 �L' FOR vim: L. _. K COP-MOW 4444. 4444 . '114.13 TEVIAZ,:'.V46104'4014.156 Stisq, ec T'TO LEGAL . ACTION SE CRANE :CEEI N INC. 4 $ T p►T4 !'DONNE Y , 4444.,• I 142"04:, �D °mod. AT C�V 1T• AT .: ?��, 't34;E,,i%C'Y1Tt,tC tab S e •r1E 4 '' #�.. _ "�. 4444 44;44 v y� �,�{e' CAS,. ..+H9a f� a9rai7�.' :4444 - - �. �. 4444. 4444.. 4444 ,.• rY. S : 4444, :."p 4444 , ,. , -44:-`44.- 4444 R�°D 1A.4s t,diEt�°b!4,..�?R3 4444.. 4444_ 4444 a Y24 F T 1NST xOl+trAd. UNDER SLAB W CC914Cr'�Tlr LOS R tt!8. e4 PEii�R, 11�- L.EL?; mom,. _ . i. 4444 ,. 4444 . 4444 04AL.L. •L AL 'oL 07t. 0,1 GLAZING 64+41 NOT ED 2E1 OP GROES APEAPOREEASS NEAT P BS' ELECT #4881ST, .. 4444 . fS 64441.1 ` C OR IZATIER T RIPPEtD u, 'tR4111 �, JG+EfI�'(s� IFt: tRiC)R ?IItALi. SEAli�. CAULKED • AT ; TAI k L<EAfJ3 , ,• 4444 . . • : : EE€1LL :;. ii.vAc P N5TALLE7 04 ROCE, W4C1O8F3 RAFTER ' BPAC & t rV(at4216' APPLIE3 : °EREC?LY TO THE ttota!NtAE,Q' Moak . P., ,, :.444.4 ilFTA' L MIS. VISEEZIENGRESEISED COVER LAPPED 1'.0' AT JOINT6 AND'ExtENDEO t.W TO I A'll tWf4t 1cZl14E0lD At ALL s:P' lSE �: . 4444 AG Emi t€ C44LL' 1iIZED - coREAIEN trim l23% OF DESIGN i.OAO AND A MINIMUM RATED 01.1111tff OF '0211s. TWERMOSTATS C P 11 OL.LI1 $ NEAT SUPPLE' TO MORE TWAN ONE ROOM &W ALL I4AVE A ttti tT 4 Tit .FEEEPLACES biAIALL ISE_EDECE WEN, A. TICA4TLY FITTING FLUE DAMPER& TPA READILY /4,C.0 EIrI#I.E.F#+A4 EIAt. CP AtfTO CONTROL& S:ALL.>%I,t.VE A PLOW CONTROL dL DEVICE To LIMIT P•.t', W TO A MAX OF 3 GPM PER 61-10WER it.wreISt miATEN16 A FEER2EQi. W P 'TO ISE LAISEL.Eif' AS COMPLYING uJ/ NAECA 181 ELECTRIC WATER WEATERE - LOCATED P4 : IS414EATED SPA, E6 SUCE A6 CIAi 6 TO SE IPt6TAL.LEti ON AN fe~.l' �Ca@ ftigiLE !!43L .A'SI[3 4 (R. ' MN.). i - di e t 6* aftterit Md Vsrltbd Peer To CoristruettA. .ter ERE- ai t L DE61GN LO O6 4a ROOP L iva L®Ai" 28 PtF ET0T' l ,LAD 31 P8PX1WTILE 46 P6F) 6. PLOOK Ltyt .40AD 4t6 Per (TOTAL LOAD 6E4) pap) c 6E1EMPc ZONE S, V•0.14J+ D. WIND LOAD "•*f ' • t')OIL sEAM18 CAII'AGIT .,2000 P618 A66(.11ED. BOIL REPORT REO'£ ‘AI 4NT OIJE6TIGNADLE SOIL.. 2. td4DATION A.;,A136tf 9EPMllX tL SEARING CAIEACitY 2000 PEP WPISTURSED CWf. a. POUR PCJERESEATIONS c G4 -1,44 161U D AIL. (VERIFY) C. UNDER FLOC 6LAtSS comeA41 PILL TO ES% h'EMO. 3. CGTr4CRETE A FO(11DATIf1F16 AND FLOOR ELMS CONCRETE 6f4ALL BE E' UAL TO (2500 P51). MAXIMUM WATERR TO CEMENT . RIATIO, 5 -1/2 SACKS OF CEMENT PER CUOIC YARD OF CONCPETE AND 64/4 GALLONS ON WATER .P` PER S4 L. SACK OF CEMENT- 2E00 P61 ASSUMED CGMPf'ESiVE 6T TN A? 2$ C►AY3. % BAC C" MiNkxU. 1"D: n. MINIMUM COVERAGE CP= STEEL, 3' BOTTOM, 2' 61DE8, 1 -1/2' WALLS. FOR SOIL, SEE CODE WI•tERE SOIL NO MOSLEM. . c. tL)IvAL E-1-1E .t,LE" F'F�E.L' :WE 1 MI1-i. 3f, L --t2 cUt51G Fit': 4. REELEORCINE STEEL A ALL iRENFO4'CNG STEEL 64ALL et DEFORMED, INTERMEDIATE GRADE, BILLET STEEL - ASTM AAS-12 GRADE .4, PEW. CLEAN AND FREE CF DIRT. 6. SP'LiCES, W1 RE'LOCATED AND APPROVED WALL BE A MiNIhtt1 OF 12 N,^.i44EfS (2500 PSI) OR 30 BAR DIAMETER (GCMG. • 20170 `ME 40 DIA.) C. ALL REFIELORCING 6.4ALL BE TKi44TL'r TiEP AEC 6U TED DUfR'NG CONSERJCTION. D. 11ELDED WIPE 11E614 SHALL- ISE A61M -AI & S. WOOD A. TER 06c SEC. 2E04 L'S. JOI6Tb AND PAMIRS, 2' NOMINAL EP NO2KO, t s -IIDO P6P FOR REPETITIVE U6E. U5S OF. '2 IF SPAN OVE f3' 1?dJ2xf2' a 16' OG. SEE IROOPNG PLAN. C. FIEF, i^ A:EERIE MD LINTELS, 4' NOME :I l., DE No. 2, 1'04260 P fil OR 14F NO 2, !b.1000 P6i 6' NOME AL , _DP PLO. 1, Pb-I3 P8f: OR 1030 IF HP'{ D. "6TUDS "2x1. 'OI4i 2x6 ,. STUD CERAr3Ea2 Fb =13 0 PSI FOR REPETITIVE USE. FOR 3 STORY BLDG USE 2)* c.,• 3X4 s:16* ex,. 42 off. E OEM L7t=1 SEAMS 20F ME-2004f) Pbt) OR 24F (FE•2400 P6 "1 UE1C OTANDARss•2E40 - LJS 24P -A V3 OR EGIt,)1ALti('IrIEUALL1( GRADE WEETEPE4 E7PECIEB). Fo.2 0 O PfI, Fv.IES OR fits P6t .WIN EXTER4is;?Rt cams OR IF &EAR mos SEA'•M8 (614ORT SPAN WEAVE LOAD) t.IAY U6E 20P•Y3 EQUAL F1v.2000 P61, PYRES PSi. F. SEE PLAN FOR pt. rw,op 6. ST iCTURAL STEEL AL-L. ISTRUC1URAL 6TEEL 844ALL.SE A6111 431, NEW, CLEAN AND EPEE OF MST. PIPE COL. SHALL iSE ASTM 463: CAR ADE 5 OR AWOL, AM STEEL: (ALSCa 1. OstiekniitAd. PRAkt146 A,. FlRAt'tiNCs TO`P3E 01;C MPL 1ANCE IthTi4 Ul9G SEC. nen, EEC. 2!5i6, 2511 16. PROVIDE NAILDJG-IN ACCORDANCE WITH ESC SCEIEC1ULE 25 -G1 6TRUCEIRAL ,> • A SP44443C6? PRECEDENCE OrER MEI . NAILING SCEEDULE MD OT4E P`t c E 'ALI t E • `e. -��CvI�E SOL. 1 D �.01C:dAAT .10i St 31p'O9Ti1 ARK PA1Tt Tf ON6. (ALSO COMPLY ILnTa 5 cr: 2:P06Ett) i 2SfSf t)) 44,4 .:1 , D. DE'{Rip I!42,t i BLOCKING' AT MID-SPAN c ALL SPANS OVER B FEET., E. Ube, A4! fb JOli31`:i•1.ANCioERB WWEP:E: PEf.1L1iP ED. eva. c 1NG. P:: CElLE4G .LNIFINIENED. • F. S1 i t PPA 1CA MASEF T R. ROOP� 8i $ r - itiP T © 1~R © Y Ac URE SEES TO V>~ i3 `f� E ,� TE !9 T1 TIDE. A L E t r ° `:.ATE 1R M AC 6 CIt�tC•A,.tOt4z3 AN13 tN A�lr A►I�,#ARt�3G9P� Ba✓tA1.L. � ANi,A� TLt�PiR 1NteTROJY P : ALL' 3 CES1CNED 446? 23: STAMPED 6 '' L L t . WA STAT E Pb. CARE MUST 1 TEN EN outtkfNeo ERECTION e'r aki1LpeR to Not OvettoAL3 TRES6E6 101134 eUILbnnCs MAT, it •to ADE LI=LT; T 6 .444,• 4 44.4,4 ;4444 4444. 4444 � - .. , 44.4,4 ,_. 4444 S ilt 8 tUD 416 . -,. 4444, 4444. . • 4444. A. USE :' 2x6 BTL$'?ct Al 16*. 00. PER WIC 1102, 28300 / 25,11(d) 4444., r 44.4.4. L oueLE TOP P EATE8: SF44 .L.• I4Ave JDIP#T8 Cih efTAEIRED NOT.: L.ECS NAt2 4 FEET; Mi141, NAILE4A :012 6 -146d * 413,..m34,14,10.6 eAci4 woe C.F JorNt Wi1F,.r2 d 12' 0.c. attlizof PLATES`Fo EXT.-A80. L WALL `t2 e 3 e,TOq rr SLOG.). S. POQOPIEIS A. APPLY tR:tom N } .W1 UDC. 8E 3 2 03. t5. PROvIDE ATTIC: VENTS AT O44 N HEICA1ED CN POOP FRAMING EE.ANS, 4 SECT. 320E, 4444 _. , WALL &EATING At4D NrAI Lto . AIDA RATED f' AT>•t LSL• At ALL EDGES. • 4444. l� APA RATED 5 ATIENG, MOCKED , AT ALL EDGES. 1 , NAt gamma ti)Ai YdJ#43 ) X 1. ad � ,C4,i1i- 2�t9 1St3 Lb No 4 • oc. At SFIEANESE PANEL E1 9, M8'OL.ATSktS:FP:� E;4rtEtRit)R ALE +PLATE P3Alt.il'Jr3 :�. (2) :Idrd e4 .',O.G. EXTERIOR ERR GILL 8/ft' <D1A: Ate, :s 3'.. -es Oc. (MIN 1W0 A.S. PER WALL Pmet.). 4LLemAOLE AR' VAT /4 PEERING G DPI. - .3'$E,► PsLF 44` 44 ALLNCPMI� BLE GEAR WITW PEERING NF.' . 2JS1 PLP. , :-.k A AP RATED b�A )l4iG. iL'3. ...££f�_ ALL EDGE& NAILING • Ed COMMON rat (°sAi:YAiNIZ>+2t9) tS09c NAILS • 3' OL. AT 614P.A114040 1"A SEL' EDGES, •: +Qr' O,EW :..•r.DETER ERsMtt MEMBERS 0E(ERIOR 60L.E PLATE • (2) :.d .R 4' 0.C. EXTERIOR MUG SILL 5 16' DIA. ASS. • 23•o' 0i. thiN. tu» AS, PER WALL PANinL) ALLOWABLE SWEAR UTW F 4MtNG i F. 43v F"LF ALLOWABLE S14AR tLfl 4 REAMINr3 HP. - 310: PLP. :o. X a jr: ? c'u :r..f7 "i 7'+"•etctrn,.1;. 1 ' 11111IJ111111'1'11I1111111 I�i I 111 1II III 111 111 IJi I I11 1) , �J��'-f % 3 4 f I NOTE: 1 notice 0 7d THS INCH 1 0.4t 441 .4,4 i •'r•• 4444. : ✓: �. :x: (i lll�iii 1.1111111111 p III 1 5 6 - , 4444 ! .:_ 8 _ If the microfilmed document is less clear than this , it is due to the quality of the original document. APA RATED 614EATWING, i3L OCKED AT ALL EDGE& NAiLiNG • led COMMON (OR GALVANIZED) SOX. NAILS 0 4' OZ. AT SNEATIENG AT G ?'Attel. macs, f.': O,c. AT_It4TER PRAMNCNl,t1EMSERS.; •_ 4TEP IO SOLE NAILING • (2) 164 Nn :4# ExTERtO1la MUD SILL - S1b' •DIA. AO. •, 2'.0' OZ. (MIN. TWO AS. PER WALL PANEL) ALLOWASLE 'BNEAR. WIT 4 FRAMING API DP. 460 PLP ALLOWABLE . *OMAN 'WITH PRAMINE 14P. = 316 ILL$. TYP. 1/2' We (El 1. 8lS9.!~); OVER ,2)X : ETUDE *.I>i' G.0 INTER. 14AIL 4 - $ 1CCOt.ER NAILS • 4' 0.C, TEP. WALL INTERIOR 60LE, PLATE NAILW -- i+.d • �►• C)C, ALLOWABLE 61.1:AR `,3543RLF.' 1i2' GIJSCEAC•L•I BIDE) A'aNt 2X STUDS 1E0 O.C. BLOCK ALL /WEANING EDGES. NAILING' - Ed COOLER tNAiL6 * 4' c c. TYPE. NTERIGR 60LE PLATE NAILING • (2) *d ' 6' O.C. ALLOU4 LE 614EAR - 300 PaLF. iSt 1. ABOVE ALLOWABLE SWEAR CAPACITIES APPLY FOR 2x FRAMtNC'. SPACED NO MOM TNAN 16' O.C. 2. WHERE APA 644EATNNG IS APPLIED ON SON FACES OF A WALL AND NAIL 13PACINCs 15 LESS THAN 6' -O,C. ON EiTW R SIDE, PANEL JOINTS NALL t3E "OFFSEt TO PALL ON DIFPERENT FRAMiNG t'iEMeER. OR FRAMING Sr4ALL SE 3x NOMINAL AND NAILS ON EACU SIDE SHALL iSE STAGGERED. 3. ALL 61-EAR WALLIS 614ALL CONPORM TO Ut'SG 6ECTIOt4 2513 REQUIREMENTS. 4. ALL EXTERIOR WALLS, 1LTi4cUT A DESIGNATED 64-EAR-WALL NAILING $HALL r3E APA RATED 614EATWING OVER 2x CRUD& • WE Oe. WIN bd COMMON NAiL6 • 6' O.G. AT S1 4E41141142 PANEL EDGES AND _ 12' U.C. AT INTERMEDIATE FRAMING t't1E1`4, tR6. 6WEATNNG PA1 EL EDGES "BALL FALL ON 2x 611106. AA4Ct-1O110 bOLT6 $44AL.L iESE STANDARD E)- 33011' WITH .4 4d RETUIEN, OR A STANDARD 1.- 13OLT' MTN 13d EXTENSION, 5. M0E10E/ BOLTS WALL ICE A 36 fST6E1. CR SETTER. /10411,E1 CONCRETE 610E COvERL E4 JALL SE 2,11,114EN.EXPOSED TO 1LEATi4ER 3. OL44EN ESiP OEE11 TO :EARTEI.: 6. USE it1' C -D, C •G ;STRUCTURAL 1I , PLYWOOD PANEL SIDING (INDEX 24/E+) UPt 1/116! APA 614EATWING WITH THE 611E NAILING WI1HOVT REMOTION CP TN1= ALLOWABLE BAR; ewe ARCI1. PLAN ANOloo GENERAL NOTE61•. 1. 3/0' GAD: C.c 6TRUCTURAL 11.1W-'TWOOD PANEL. SIDING ( INDEX 24/0) mAy -fse i seo :P*t7Viptto to* ALLOWABLE 644EAR 13 IREEEXED By IE (SEE ARCH. PLANS AND /OR GEIEERAL NOTES). NAIL 2x4'. OR 2x6` SOLE MATES WE 1# d Al 12' O.C:'tato). ON EXTERIOR WALLS 1544EATWLP4Qi S44ALL LAP. RiM Jot&? OFt EL8E iNGSEA6E SOLE' PLATE NAILING TO *d AT Si' , O>C: (iJFJ 0) . 16??. ISLE' ALL. TOP :PLATiES,AN? -LAf AT LEAST AS' AT JOISTS W 6- 16d'EAC14 610E AND 16d' AT NO MOM N AN 12' D.C. ALCEIG PLATE FOR EXTERIOR AI4D'MAN INTERIOR I L LLb Non I) a. e. , iNDICATES, 14P'AND22. - EMBEDDED IN CONCRETED, NAiL TO (2) 2x (STUD WITH 24 - 3 'd'NAILl1. INDICATE$ MST;A36 s HEAP" TiEi. NAIL TO 2* ETU!" WIT1426 - IUd NAILS. 4444 .:: L .�.. • , •. • INDICATES I. DSA.; EMBED 3/4' DIA. ANC PSOLT :14' INTO'CCNCRETE (opt USE bTA620 A.6YW1TH 16•'MNoVi EtitsElptim4th PKJLT TO (2) 2ie',STUD8 W1114 TWO 3/4' DI4 Ate441144- 040T8. -4444. •' ME71c %tE6 1401& • er,resep t -IIV ®IA.•!' ; 0LT,t3. M'VO CaJC! ?E (OR S15E48T4528 WITH .24'.,MINE6,11. Et;!t D T ) 1SOLT Ta :(2) 2x STUDS e WITH THREE i •M AC Nit 13.T6 . ; NJ G A TES . • . 4 D ..A44N.4,vp.P A4C OE !C.i 23• INTO O CONCRETE. , (DOLT TO 4i{'STUD WITW TN ME MAC14INE,SOLTS M STRONG-TIE A s4 APi3JF C7: 0'C . $ ALL f+10Lt3 C�C3ti,. c+ f�1- '1nREi4�j"j f�:..iiJc� - 1Mi�JCN4 c ANY, INC.' WOLD -DOUN OF EOUtvA1 ENT G4PACIYY ICYO'TWER lit •)/ MA. ' 44L - SHALL TALLER �4A�AC:TR$, `t` 1'� U'.�t?.' ALL. r� Dt71,i -A4t9 $N • L :it3E � 1� PER LATEST MAN LPACTURERS ;SPECIFICAT1G7 1'(SIIIP°St7ty!`-CAT,ALEXI, CEE PLANE FORLOICCATION -AND iNC?ALLA11L 1' DE'tAlL8.1=`OR MCI-ion iBOL.T INSTALLATION REC,d1111Et'lEtatTS. EEE NOTE ` 5 AT ISWEAR WALL I GWEDULE. Bactsammak MINIMA - 119/32 4 44 TIECKEESEE APA Y RATED - NQ. cotOoVL swEATi4t1 Cs' 11T1TH lQ d NAILS, • 417` C?,O. AT.E4PPORTEO SNEATIREIG PANELEDGES . AND wee O,C, -Af :INTE DIATE FRAHING M P E! $'(t',>EE Al M. P i.4141f''a AM, / -1 RAL•NOT>'cS Fat FOR tea's:): lOfq i, HE R t1' Fbf T L ,111, �F'GS �AAT 2ffi D , t MA7 t'3E U8L3 4444:. jUT COh7M L ib E D 2. U!!8'AAtSTT1 ACAS-40'0R &QUAL K * 40 RESAR LAPPED ?' MIN AT SPLICES, CORNERS 4_1iiTER16EGTiC ;. "3A ) re; CONCRETE, LAP 4f0 D1 .411 1' R;1'.tN' ,- • ' 4444 - :: � ;:,: 4444: - _ •. 4444 ,;• 4444;; P 7 a -L �f A!"t !S!°E �, r . - , 4444 ,, 4444 , 4444:;• : faLSd � C z 1. FOR LONG 6PIMS t/SE 24I' -V2. V3 opt EQEAL (TAZLE'25' C-I; PART A. 11l i$i8, v1EU61LY a 4. ILe6?E1 f PiRS1 1�b ; a1 f' 3t- Fi, f. OR 14i'b :t &f -�i Ex"TEPVOR GLUE. UE. MAl4?AC.U1 'Ft MST t "RJOR .`Y . iE C ?S 1'OSf .JOtsi. Y. 4444, .� '. .; �- . - ;.: cL.aR , � �; :�c+ emu; -f:,aM •alb 4 �i�t � .4443 2. UE ARAI 'RA -( A AQtAtt}).0 2 .,v3"O G? AL WtT4a 39a.a 3 A't P,l .. . VE tS1 -I�t +Ti!°,�•ari 3i4� i� $E $�R- � MD Fv . EbE P61 OT FR SPEC/6 MI -AR TO;kt Ai9OV K �U WP1t� 1A IC.c PUBLI(; 4�1L3A !. rs-e TF EAGI2M4 AGTL R 9F11�1:C: FIDE ALL D2k4 '-6111 2 I4lCsit ER11dC.f.t18T I t9IA84.1ttNGnGnt5P1 STATE P. STAMP ON ma w/48' DURING GTK CF. :.TRUSSES t MILDER 9NALL TAKE :CAPE TO } i ADEa1ATELY. etIRACE TRUSSES 4 ALLO NOT TO OY LO4P•THati WIN EXCESS' SUILDIEIG MA lk iVED ,. `°PTY t71F TUP(WILii 'MAY. 1 2 ?EPtti� TB: CENTZt1 COVE x4) :✓s4ue a..3rs a I TM..'t4 11111111111IIIlIl�illi 111 III�1II�IIl�III� 9 10 11 MADE IN GERMANY 12 1 NMI �. III Wil\: � 1! • 'r`'' • 4444 DO AN, INC. FlaTES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET . SUSJECr'I'o CRIMi PROSECUTION.. .:. NAILING! TAKE I, TIEGE-MAILINE nIIDun,a L to WE w Wet hutted es MPIA. laud each a ti • 3. r s ti WAN' at test to emit e. fees taut t. Vitt n etss E 16• ssskhw to tab . lace nod 1. F sebthme acs : , w *tad tend fate as* 11132R- i 7. It J!er to st.seaull • let. i brace to rick wad std tut ten 19. t' a E shuthlaa of kw tomb koa , . has wit X. Wades tbest 1' t 1.1666M1* as cash bwtas. tact suit 21. Seib. - - earner atetda 22. 13816.vp ilk*, sad bums links t6°cc. tenth o i a Md 24. Ply rind partidsba.rtts Seittlesst real teed eta abuth es Ito fras davit W 'adieu NESEIm• SW sr trim Er.t Itfe'�ttN' Kw et Uri • Combined.* 6660tatmettstasy seat tt® trsmhin;>t Ia ins d. W4• . Ptst°•iera. 1641 or aIs 6da 'Cat btu omma* te# tamp titan mAorrta aasmsd. it shank. •Defeentatd scene. si4els *ma as st mantras yeas testa m eases. 12 soaks so kttarbteitate SWIMS 44441W kset ws ea sI solowww +lama some we 46 Wefts sit tools. far astil.g ttl $lpywiah<i sad arse sterosed dissiongod sand them walks. refer to Stoke 2513 Me. Nth So wad sbaas dog Bata; to moon& tree sx allies. torrosigageolasso silos or taws mai cosSo mu st to :Os f144aretnatsts of Swum 2316 °I i. sfdeaseasets epactd 3 lathes ta►;erttu of tatttttm ast@sa and 6 Incites an avast as lmteraweairat >itt tCornaesaoaaeaims* tft<'dl.� ft$th oak theoioco.4iawea s. head sett ittt•Iaha;h Smith rte m f /i•lateh Osesthia4 asset fi.•la+tt 160616 lar t briarh ineadtini antOotwuns to flat tmaimonanis of Sa lm Late op I. • • fCearosms"atai,ssas as¢iciu *At tsomasset tiss•s•ets ctown and 1%440 Welsh for ir;•"et;h Amigos sod !Want Wa ;sb for »lsa•tactt t)eatwag conrnnewf to the ttssots�merte 14 Seam 1316 W I. ECHA UCAL: pAnzincuguldipplarmitsull sew fuel bursting oppilabaas•isutude altElght Neves, btttplaoe Nouns routs tzwitsepbitb $t4vtl, keideabbolh Ar9341e11 6b4 fksptast IRiettln Unbra othetwtat adepead by WAS Canny. an satin foal Wooing appitanaas WW1 aompsy.wlth secvttleas Al /titian 904, UMC • WM t Sack dunning unit than bt provided .rtib bsatlatg fadiltiis capable of aasioteldinb 107 at a FON 3`'thou iha hoar la IS Italthabls rues +r4'* the tomtits tannperifEts to as tot forth 16 366114ca 301 WIC. Stoke 1311. UBC a. PIKI horning equtpssaest lolseta4 arable tAs `bulldla3 swwatops (oesetttts its' vadat rtes WSEC) shah obtain coattnotiaa air foam mulossra, snails: ihs prswblossa ot Studios SO7. UMC NOT BUILDING ENVELOPS. 'ilk sitarist& of a buildtag width alas caadhtonad spaces through *Melt tharmal eaerg' away bt irasuferrsd to or from the exterior. 3s41iG14 202, WSEC b. Peel burn's": equipment located o odds the building sor ie:gm thah M tt the provisloos oaf Scutoa 601. UMC. a Ductwork, location and emu of conebuitton sir, referen/we Seaton 602, 603, 604s SOb Alt warm•.tr Amnia shalt b. tltuad and lebslsd by an apptcvtd agency and Installed to mated epsdfikatIons, Slalom 3114, UMC Apishness* Intand2t1 for lastailetion In dente, altos et eewtflsed sputa shalt be to shad. kulom $0t, UMC • ..f% No warm•atr foram shall be estatsitad In a MOM taste sat dealgs"sd to bs used as a baderwat, bathroom", dust or In any ssseIewd Sprat with asaaau only through soap room sir space, a:eapt Mace you fwsataas, sadoesd futaaetss and ciccttk htatim: furnaou. SactloA 704, UMC No warn+•4M teases sham bs Installed It a atoeet or Wows Isla than 1I2° wider than tits fssteact ter turaatao lettaltad tharsin wlth a sttaitate a Naar working Spas* lam ahsa 3° silos the sides. bask tad tap el Ws fumes. Sit eEk 704, Ugvsfied ptitolsum gai.burss3s": appnasn sd shalt sot be insiafad la a ph. basateaant. 1st tknitar 'cannot whits Aaasiar tisas•sk gas might collate. Applianaas to hided sham not bt instant! Is sa absaat•piets tea olatficor epees of bestowal 661661 ttvh localism b praaidtd 444k es epprmis® ristaaa fat team( sit' uwbutrad gm. Steam 904, t1MC (Approval aunt Ix painted by the Building Ganda1.) • Muting sad exiling aqulpownt locatsd M a garage and whirls ganaratste a Ow, spark of Batts tapabia of t1aR tg Otaaassabfe eaapors shall Its Installed with ch. Mots sad bursars of hawing sIernsass and switc3 u at' but 3g° above ill; floor EEO, 36e1to4 501, UMC Eke dampers awed not ba (susaIltd la air dusts paasiag through the trail, floor, or taillad urinating a rssidsaieas (Group 1. DMakoa 3 empanel) Rotas a pugs (Otto M. poi 1 ocuipanty) prefsti4s4 suck dues Malin the gangs .srs atotsstruaasd 6f11161 hertss$ a this4nRua n1i muss Oran 0.019 hack (No. 16 UDC � slaw Sauna) and baba tau opst t Weft prsat. Seaman �(r!). Wsn alr forma kus talk glom In .tlies ter reset *pacts sham OMplyatth Swiss 7O tad ?09. UMC • Et'y spp nos (doper, range, ate:) duiPssd to be vented than be wancesat $ vsamhingsystam :emptying e whit Sections 901,902, and Tabus 9•A sad 9.n, Uric:. Every tactorybuitt Chicutsy, Type i.ytton)gas fl shat event ot •'Ipt, OW gm Yew shalt b• I:mailed In aeoordanas with the farms of to listing. manufacturer's itttttuadlone and t&t applicable provtsiou of Chapter it, UMC' A Tip I) et OW pu wat dud tutEnate rat ins theaI' them Es mot Wu* tooth It puma ars test than 4' hew say proem of the mention: which mush at an angle of mots than 43 &epees upwards from it horizontal nor leas than shown in Pigott 1, UMC, wen osteditutsd otla.n in• 3e4443a 901(4 UMC • A 'Plot Lrtteasng swan than temsl eats not Its Ono 2' &bon Sts owst Snug§ whit!" h yam ncr I414 than f' Geist eny portion sal the bu di ts width anode at so ang t 6, wort than 43 earns upward from IAt Aorlaerttal "mint tiatcdAastad atharelte. St.rtlon 906(s), UMC Yant con /tutor: shat be Installed within Iht spits ®r area IA *hid tau appliance Is located and than ba cornectad to s AAimnty s v 1I In satab a sonnet et ro maintain the statutes to rommbtstttaslcs per ?Ib I #e.3•C. Una c. PlICEIEBE m. Duct systems shtall be of metal as set forth in Tables Noss .10 -A, 1O "1, and 10•-C or fac- tory-made air ducts complying with UMC Standard $o. 10 -1 EWE. b. Jointsa and seams shall be ettb tw tially air - tight, Section 1002(c) Table No. 10 -A (rectan- gular ducts ) and Table No. 10 -B (Fiat, oval& roue' tuts ) r WiC • c. Installation of dtVOt 3 e. that 1411 amply with e tion1004,';IEEE. *CONTRACTOR NOTE - :III Dimensions Shalt Se Checked And V #led PtIOr'ro ConaLructtont. • .0L» �.. ILLS r, .. .. MEM r• • 3fiA1T33iO ELEMENTS & swITCEES OF THE ?u zi CA AND MATER IMAMS MOLD SS A =III= At 1! ° ASOVIT TAX GANAGS tLOOR. Tau • SHOULD ALSO U PROTECTED AGAINST VINIOTLAA 1'.OLLi$lO1i. • Pea U.B.C. Samos 508. d. Duct insulation shall be installed in accord- ance with WSEC Table 4 -16. e. Ducts for exhausting clothes dry t:r, are not to be put together with sheet natal screws or other f&stoning means which • extend into the duct ao. par Ut4C Section 1903(a). EXIT DOOM SHRILL 1112 OPEAASIA ,1w WE Z318I31S WXT A MET LATCH t BZADSOLT, ' OR SBOURIT'T CHAIN MOUNTED AT A HEIGHT of .48* MAXIM=S ABOVE rtxxsa most. SECTION 3304 (C)U.B.C. ALL WOOD IM CONTACT WITH CONCRETE OR MASONRY SHOULD BE MUSCAT TREATED WOOD AND SRAlf19ED By Ael APPROVED AGENCY . SacTloe 2516 (C) 3. IF LIVING ROC'S • CEILING IA 24' ABOVE aALLWAX WHICH LA,AD$ TO SLZ1SPINi2 R,003'3, A SMOKE DETECTOR' WIIAL SE INSTALLED ` AT TUZ HIGHEST P01W? PER $ZCtIO$ 1210 U.B.C. RXCSSSLD LIGHTING FIXTURES SHOULD SS I . C . RATIO AND ENCLOSURE LINED WITH A 1/2° G.W.B. TAPE AND tuna. SECTION 502.4.4. ALL DOCTS, PL,tENUNl3, AND ENCLOSURES MOM OR AL03tsb UNSEATED &PACE$ . (INCLUDZ 10 231oa2 • !ROM GARAGE INSTALLATIONS ) , 8$OOLD U =MALL? INSULATED EXCMPT 1TROSE INSTALLED BETWW WALLS OR IN A . SPACE NOT EXPOSED TO :OUTSIDE AIR. DATER MOISTURE COMM DUCT 'ammo NOT EXCEED A TOTIaL COMBINED BORT ZONTAt ?, VERTICAL EFFECTIVE LZKGTE 0? •I4'0 °. MASONRY rummages S3f,OULD SS, PROVIDED WITA A TIGHTLY PITTING FLUE DAMPER AEU A READILY aposassau MANUAL CONTROL. AX 0JTSZDE SOURCE OF COMBUSTION AIR SHOULD SE PROVIDED WITS A *OCT Of 6 SQUARE INCHES K13f1XUMS AALA AND READILY MAULS DAMPER AS PEA SECTION 401 OP TEE WASHINGTON STATE VENTILATION CODE. WATER WATERS LOCATED IN THE =MOE OR UEMEATRD MLiICR ARE TO SE INSTALLED ON INC0) PuUSI1LE If$ULLTI0rl • As PER S1 wTI0$ 504.2 .1 or T}3t WASHINGTON STATE VENTILATION CODE. Ha? MD COLD EATER liUTER AIDES IN THE GARAGE SHOULD SE INSULATED WITH flXNIHW R-3 INSULATION WITH A FLANS SPA Or 25 OR LESS AS P1:R i3 • a • C. SECTION 1713. `ma DoCT$ P PA31:13+a =MGR CA RAGE WALLS r ti a000Aa • OR csanos Attu To at Sao . 26 f3ALVANZIED STEEL . WITS NO OPENINGS I19T0 THE GARAG1. LANDINGS OUTSIDE TO es NO MORE THAN 1 ° DELON THE THRESHOLD 5/8* TYPE °E° G.W.B. t23mDu ALL STAIR WELLS ANn Doves,* LATER Ii STRINGER SPACING' IS 110A3 THAN 16" o . C . AS PER SECTION 3306(x) 1r WATER SEATER 2s OVER 4'0° IN HEIGHHT AND SAS A NON RIGID WATER • CONNECTION, TSa21 IT IS TO SE ANCEORED ASO STRAPPED TO RESIST EARTEQUICE 3ft0Tlolf. SLCTION 504(B) U.N.C. WINDOW MANUFACTURER TO PROVIDE PORT BOLLS 231 EACH WINDOW 231 EACH HABITABLE ROOM. TRUSSES TO St D*S :G3ED AND STAMPED 111V A WASZIAGTON STA?E STAVC7it7 AL =Ma CALCULATIONS AM 10 IS SUBMITTED 701 CODS COMPLIANCE PR20Z TO ?AMAI CAT IOS OR , PERMIT ISSUANCE. TRUSSES to SE 34AralU'TACTt3RLA ZS 3 MST TEAT IA APPROVED UNDO via REQUIREMENT& of . swing 306(). • Eac:a VMS SOU SEAR QDAL:Ti CONTROL SINIGI SECTION 2510(3), as WL&2. AS HAIM7ACTORZD PLANT KW r1N0 ADDRESS 1 ' DESIGN LOAD A= MAXIMUM SPACING. STANDA3b08 25-17 . APPROVED mamma To el USS13 AT ALL 00M2 CTI0NS OF ak :z*3 , .1= OX NIP TRESSES TO THE NAZI, GZEDER TRUSS TRUSS MANUFACTURER TO PROVIDE TYPE. Maw= WAIF VI= 118 MELD DOWN AEI TIE TAUS TO ??073'031 CE93ID WETS AN APPROVED !'AE TO 2N11J3SE TRUSS AMOK CEO*t! WWI NOT SEAR ON NONE.BEARTED WALL FOUNDATION: *GALVANIZED METAL FLASHING TO U X21*TAZ4JD uTNE= CONCRETE 6LA1S, AND W0ci MATERIAL AT EXTERIOR PORC.HE3 AND LANDINGS TO RIAt J023? . C0NC3l6TE PIER PADS mom PROJECT AT LEST 6* ; ABOVE GROUND MASS PRESSOR TREATED MATERIALS ARE T3 7t:D ' AS PEA SsCTZOW 2516 ( C ) 4 . TRUSSES WILL NOT !3E 7 AL ?EP .ED le IT2i01'8? PRIOR BUILDING DEPAAtT3t>GAfT APPROVAL OP £1IGX/TEX/7.HG CALCULATION'S . TRUSSES WALL 8AV8 DETAELE MD DRAWINGS Off SITE ?OR YIELD IA1BPZC?2031. 1. ATTIC VENTILATION /6S PER 3205 (a, c) . SHE VENTILATION CALCULATIONS PROVIDED. 2. VENT OPENINGS SHALL aS COVERED w :11i CORROSION RESISTANT WARS ICESTI WITH OPENINGS or 1/4 SQUARE INCH DIMENSION . 3. ROOF vaLtayS TO & VS 26 GAUGE GALVANIZED FLASHING AS PER SECTION 1707( a) ., SECTIONS: 1. -ALL mono a°':..esTd#S'$o38 mamma =mama aPAC3. I SUCH AS .VAPOR SAIULTICTS OR BREATHER PA:PER. StR01 L13.. SAVE max SPRY /SMOKE DEVELOPED RATING SHOWN ON 25/43 oR LESS • SECTION 1713(o). THE AROMA SURROUNDS ARE TO SE A SMOOT'S a RAND AND D N01t-4A3SOREENT SURFACE NOT MS ME 70° A THE DRAIN .2NLET AS PER U.B.C. SECTION S3O(a) . GYP8un WALL 11 ,D SA5LING USED TOR ?31 . OR &ROM z,NCLOst121.E4 ` 81200" ---0 E3 or A WAVER : SESTSTANT 2 aTeataYo. Do. NOT Z3 $Tiku overt V30R EARRIER 014 '' WALZ41 . OR, cad THE CEILING' AS :PUT, U.B.C. " "Sec?lott 4712.: COMPOSITION RC03 MUMS as PER TA tILE 32 . a. 2 6. 22'100" ATTIC ACCESS TO 1331 PROVIDED 303 ;LACE SEPARATE ATTIC AREA Iota No LESS THAN 30" ? U33SADP.o42t AS PER UBC SECTION 3205(a) . ATTIC ACCESS DOOR `. TO HAVE R-30 INSULATION 1dtNX Wt AND TH R STRIPPED HARDWARE TO PROVIDE T!G3ST CLOSURE RECEIVED MAY 261993 PU WORKS RECEIVED CITY OF T UK`N1., I MAY 1 2 1993 Pe- Igi'dltT CENTER s ,u ,f.' rte . .. ,. r tr o+' ,. ..� �"� •.. 111[11111114111 111111 IIIiii II•t ijij1111111l 41144itI: . ..,r_ 5_x. .u.._....:�_» .._. than -:.. he microfilmed document is less clear than this is due to the quality of the original document. �ili{ ill{ ill {il► ► II{il► {illJlli�illj!Ii�ill(Ii�� '��[i�ifi ihrif 3 ` 4 / I NOTE: If notice, it t 0 t6 THS INCH 1 7 41*A.F'4+ ✓ ✓..,. 11114,1111W1111111111111111111111111111111111111 ! 1IIIi' jI1II11111i1111I11j11Illi'1'i'I 9 '3/4 10 11' MADEIN GERMANY 124 r.: 1. DU WS ROM* TO MATIVOL ON.THIS T` — NE'usolc 1 i eftemput. PROSEMfl . 4x pOSTS OR (2) 2x STUDS eMN. 16'O.C, 1/2' PLYWOOD W/ Oct NAILS A 3' OZ. UNDO. EXTEND PLYWOOD TO OVERLAP RIM JOIST 4 BILL PLATE H AHP 22 . eSZ F i tit. 350V CAPACITY STRAP 1.OL DO NS * MINIMUM UN.O (BEE PLANS) Y:. FOUNDATION 4 FOOTNG t 1. ALL:e;TRAP 4OLLDAltP4b SHALL ME INSTALLED PER RM ;PACTUI ER'S SPECIFICATIONS, ENCL•UDNG COINER INSTALLATION,. Tux) WOL0OUN4 CAN SE USED AT EACI4 CORNER TO MEET THE REQUIRED LOAD. 2. ;x..1tle4ATE fr EN3'OF;APPRe0VED NOLDOIU 6 CAN BE USED N PLACE OF STRAP440L10011,146. SUBMIT DETAILS FOR APPROVAL. 9 at f'•: 4x POSTS OR (2) 2x STUDS •MIK24'O.C. 1/2' PLYWOOD (W Oct NAILS •3'OO. PTA5 oft CO. ZfzHeot -E' Mi�I 3E9 i' CAPACITY (FLOOR TIE ANCi4QR8 S /8' DIA x t2° As. (2)2x PLATES 2x P.T. SILL PLATE 3500° CAPACITY STRAP F-p41 8 ear. EQIG64_ 142TE6: L ALL STRAP 1- I0L001.kN6 SHALL SE INSTALLED. PER MANUFACTURER'S SPECIFICATIONS, rNcLuomrs COMER C.OMER INSTALLATION . Th MOLC)dU 4 CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. • 2. ALTERNATE TYPES OF APPROVED 140LDOUI.NS CAN 19E • USED IN PLACE OF STp p wOLDOUNS. SUMMIT DETAILS FOR APPROVAL. L AT FLOOR OVER, CRAWL SPACE PANEL AT FLOOR OVER PONY WALL 1/7' 'PLYWOOD WI N3d NAILS 03' 0.C. 4x`POSY6OR.(V tat STUDS MI 222 ER 3 CAPACITY STRAP. WOL> # • (SAC. K e2h PO E1 , OPTIONAL, LoCATI ON d FRONT OE PObT&'. ------- (2)-2x PLATES 2x 7'.1 N3iLL PLATE 5/t DIA x12' A. ---• cc t FOQTRbGA 4; D 7Gi OPENING ALL 8tt +4P! FIOLDD i6"014ALL BE INSTALLED PER MANUFACTURER'S eirtcricAttem, INCLUDING CORNER NSTALLAT!ON . TWO.1.8OLDOuN5 'CAN :ESE,USES .AT•EAC4 CORNER"TOMEET TI4E REQUIRED LOAD.. 2. :ALTER+tATE PP. E6 0 =AP1D. LDOU IS ci .t, ee, itst rrL./ `L'iip STRAP 1.40L00.1 )20. 'SUBMIT DETAILS FOR AP VAL. SM° P 4-10Lt:)011,N6 AT OPTIONAL LOCATION 1 O 18 THS INCH 1 11 �.. 1 11 • .er 2x4 'POP PLATE EXTEND HEADER TO CORNER N___1/21 PLYWOOD W/ Pfd NAILS ® 3' D.C. 4x POSTS OR (2) 2x STUDS 3x.ISLOCKNNG • PLYUK0O0 . JOINTS HEADED'. AT CORNER 1 -IEA1: ER NAIL 9 1 ATI -ONG TO HEADER AT 3' O.C. IS W. 2 - 2x STUDS NAIL SHEATPING TO EACH STUD Sd WAILS AT 3' O,C. ALL PLATES, WEADN=R3 4 STUDS APA RATED 61-1EAT4-1INC 3i8 • MIN. 24/O EXP 2 ., .,2x4 BLOCKING AT ,ANY PL`V WDOD JOINT ..; 22 Ore eaJAL, APPROVED 1-4O0 ED -END WOOD -TO CONCRETE COPAiECTOR3 WIt 351 CAP'ACIrf (MIN.) 2x PLATES - NAIL 611EATWING TO EACH PLATE I/2' DIA. AL . - 1' iM13EDMENT CONTINUOUS FOOTING OR SLAB EDGE • NOTE: FOR USE IN GARAGE I ND WALLS AS •. IF A FLOOR INTERVENES BET1UEEN P 4DATION AND $5R ACED PANEL T$4E PLYWOOD ` SHALL OVERLAP TF4E RIM JOIST AND SILL PLATE. PROVIDE 1-WOW BOLTS Tt ANC? PLYWOOD NAILNP •s AS EA -0LN. IP USED AOV PONY WALL USE DETAIL ° ET4I aittlmum LATEVOL. letESTIRAINT POMO w�fr ` :59.•X `fir II11f1JJI W.111.11-I11' i ripIIiIIII� '�I�f11I1� .Llif ilflllllLlll(IiIiiIiIiIlI '1 l' 4_a1f '3 4 5 6 7 �3 ( 1 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. II e. 'HEADER S 'L.IC MIN. .11 • 1 1 11 t 1 1 Q•. I 1 , -'oy'. - — 1111 d• 9 HEADER oR EJ LJAL.. 120*CAPACITY STRAP TIE 3/8' PLYWOOD W/ 8d NAILS • 3' Q.C. d(x POSTS OR (2) 2x STUDS 3x BLOCKING • PLYtUOOD JOINTS 2x4 TOP PLATE HEADER NAIL SWEATI-NiNCi TO HEADER AT 33' O.C, aW.: 2 2x STUDS NAIL SHEA1411NC TO EACI -1, STUD 8d N ILS +T' 3. O.C.. ALL PLATES, FADER$ t:6TUL 1- (4P RA1ED 814EATWING 3/a' MIN. J 24/0 EXP.1 • 1 2 • 2x4 YWOOD ESLOCKNNG JOINT At ANY HP14144P 22 .~ • P?1?9 DYED }4OOKED -ENc ' oD TO CGNC TEr. Pi> ++ [1:CT WiTN • 4W CAPACITY (MIN.) 1. 'EM 2x AGP1- LATPLE ATE NAIL. SHEATHING 0 1/2' pos. A,E',.•- 1' IM E MENT CONTINUOUS FOOTI146 OR,4SLAIS EDGE. 1 CF JE. NOTE: FOR USE, IN'CsARAGE END WJALLS. AS SNOWS. IF .4 FLO INTERV i BETU,EEN FOUNDATION AND BRACED PANEL, -TWE PL'rWOOP 8$.ALL BOLTS AND PL_ YWG D NAILIN' AS 51-4001, IF USED ABOVE PONY Y jj 2 6 1993, OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE 'OL9 i; TUKWILA WALL USE DETAIL o PUBLIC WORKS RECEIVED are OF TUKWILA MY 1.21993 PERMIT CENTER TAIL (24 1404 L4TE R.AL ,, RE81*A 4T MAR V-) ��f�l,;ll., Ill. ��. llll�IILIIIIIII�LIIIIIiIIlllllll .liil 9 10 11 MADE IN GERMANY 124 • 1 S.: COPYn112NiT4D : • 1111111111111111 Orr r. 8 ,r.