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Permit B96-0060 - MCMANUS RESIDENCE - NEW SINGLE FAMILY RESIDENCE
City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0060 Type: B -BLDG Category: NSFR Address: 4432 S 156 ST Location: Parcel #: 810860 -0043 Zoning: Type Const: V -N Gas /Elec: Wetlands: Water: HIGHLINE Contractor License No.: ANTOI00088BC Status: ISSUED Issued: 04/26/1996 Expires: 04/21/1997 Type of Occupancy: DWELLING Slopes: Y Sewer: TUKWILA TENANT MCMANUS BRIAN & SUSAN 4432 S 156 ST, TUKWILA, WA 98188 OWNER MCMANUS SUSAN L 4430 S 156 ST, TUKWILA, WA 98188 CONTRACTOR ANTOINE CREEK CONSTRUCTION INC. Phone: 360 568 -7096 8525 127TH AVENUE S.E., SNOHOMISH, WA 98290 CONTACT JIM HESSELTINE Phone: 360 568 -7096 8525 127TH AVENUE S.E., SNOHOMISH, WA 98290 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW SINGLE FAMILY RESIDENCE WITH SEMI - FINISHED BASEMENT, ATTACHED GARAGE AND UNCOVERED DECK. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERS UBC Edition: 1994 Valuation: 148,995.77 Total Permit Fee: 1,872.71 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this buil permit Signature: <___ Q _ Date:1_ `] 0-9f] Print Name: V xNA. U1TE1E Title:_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. SIT)` /�pl�g�StA S 15 6 S UITE # mil{ 1 ��1/ / ✓ ✓ VALUE OF CONSTRUCTION - $ 11�q, cQ �, 1 -../L..., . z.ti► A SESSOR A COUNT # (commercial) • Demolition (building) [) Other PROJECT NAME/TENANT, TYPE OF Er. ew Building U Addition ❑ Tenant Improvemen WORK: • Rack Storage O Repot 9 Remodel (residential) DESCRIBE WORK TO BE DONE: ij ' ) Z0Z.(_,7`,eli nom— .S- //-)6 Gtr st; le---e/ ,6/2.)6 C E,� - BUILDING USE (office, warehouse, etc.) ic� GC C, CONTRACTOR / ,,)-gr , ,Z d NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE ? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 9 y Tenant Space: Area of Construction:,25— -- WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ( .No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER !, , / / V / I PHON, e2e _� ADDRESS SIGNA /V aI- (PHONE� G1-/14 EXP. DATE I _____ 3S/ ZIP 9/0 // 7..E _ , /5 ` l LL1 _(�L� -J �-- CONTRACTOR ADDRESS j cc D/ c--7 7Y �le' A1(26T A' )fir` Z (�u -cn sue?( WA. ST. CONTRACTOR'S LICENSE # _ j L- S *) 0 6 f1-7 A- ARCHITECT ��' / ,Y l ` 1c i-x 6 - ! f3 ,51 e' 4 PHONE , /.. �j�e) Y ADDRESS /C 7 5 GA( 7 ,Pr's ,( I ZIP I: HEREBY. CERTIFY,: THAT.I :HAVE READ .'AND<EXAMINED: THIS:` APPLICATION'AND KNOW THE.SAME.;TO BE TRUE AND "CORRECT, AND I . AM , :11 HORIZED .TO. APPLY FOR THIS PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNA /V aI- DATE .,.2 'RINTNA E (7 < ,– ,4/ l 6-r,c.- PHO'4E 2 c6 --- i l>/ CITY/Zip p / 'l7ssC a .c�G J 94 e.. PHON ADDRESS � /) 0 y ' . - �/c� /� �� CONTACT PERSON CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK � �. � ONO _ NUMBER l LJ� APPLICATION MUST BE FILLED OUT COMPLETELY BUILDINJ PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE . ,. OTHER: AMOUNT RCPT # DATE TOTAL _..� �g • - r 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 RECEIVED I',' OF TUK ILA PERMIT CENTER DATE APPLICATION EXPIRES 2 -gL 7,OMMERCIAL Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings: • Structural drawings Mechanical drawings • Elevations Civil drawings • Landscape plan Completed utility permit application (one for entire projec [ Six (6) sets of civil drawings NOTE: See utility permit application and checklist. for. specific utifiry . submittal requirements NEW COMMERCIAL BUILDINGS /ADDITIONS n Completed building permit application (one for each structure) r Assessor Account Number Two sets (2) of the following :: Specifications Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer Topographical survey Energy calculations stamped by a Washington State licensed engineer or architect Legal description RACK STORAGE • I Completed building permit application l l • Asonsbur , iii c uunt. �u,nuui Two (2) sets of plans, which include Building floor plan showing: • Entire space where racks will be located • Exit doors Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan. '..:. RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS /ADDITIONS Completeci building permit application (one for each structure) Lo54al description Assessor Account Number vo sets (2) of working drawings, which include • Site plan (On plan, show closest hydrant location • Foundation plan Include access to building, showing.:;: • Floor plan width and length of access.) • Roof plan Building elevations (all views) ; • Building cross - section: • Structural framing plans Washington State Energy. Code data • (7 Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). Completed utility permit application E (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique silo conditions. SUBMITTAL CHECKLIST COMMERCIAL TENANT IMPROVEMENTS ri Completed builcing permit application (one tenant) n Assessor Account Number Two (2) sets of construction plans, which include: C Site plan Location of tenant space Existing and proposed parking Landscape plan (if applicable, i.e., change of use Overall building plan • Tenant location • Use of adjacent (common wall) tenant Overall dimensions of building or square footage Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling. Structural calculations stamped by. a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work is to be done, submit separate utility permit application and plans. REROOF Completed building permit applicaton:(one for each structure) TI Assessor Account Number Narrative describing existing roof, material being removed, and material being. installed NOTE: A certification letter is required prior to final inspection and sign ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number. Two (2) sets of plans; which include :: Li Site Plan (showing building and location of antenne/satellite dish) RESIDENTIAL REMODELS for each structure or: Floor plan of proposed tenant space, Tenant space plan with use of each room labelled Exit doors, egress patterns • New walls, existing wall, and walls to be demolished Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State: licensed engineer may be required Completed building permit application (one for each structure) Assessor Account Number Two.(2) sets of working drawings, which include Site plan • Foundation plan Floor plan • Roof plan • Building elevations (all views • Building cross- section,: •.:Structurall framing plans ., NOTE: If any Utility work is to be;done provide utility permit application . and plans must be submitted REROOFS Completed building permit application (one for each structure Assessor :Account Number : Narrative describing existing roof, material being removed and material being installed • NOTE: A certification letter is required prior to final inspection and sign off of the permit. DEPARTMENT DA TE � IN,.• = "i1DATE ; =A PPROVED'- REQUIREMENTS I COMMENTS tp6. Plan Review Meeting 3 1- q (D N weder i CA I 1 0,9 Crt . eMk1e'1 r J ail aa(p.. QIVQC, /ot4 /q(D - �SCV 7. -9t2 NIT: fj Y .1 BUILDING LDI NG - initial review L. { 3 1 J �j!_ (ROUTED) CONSULTANT: Date Sent - Date Approved - IREPROTECTION: [� Sprinklers ❑ Detectors WA $' Cj 1() INSPECTOR: ELO___ 011 iq < SIZ FIRE 31-1'�S � JI f I U. J ^ - / �� ' IREDEPT.LETTERDATED: 3i INIT: Si 6 — Eta i ON /i p,2ou rl) PLANNING �_t ZONING: PA /LANDUSECONDITIONS? ayes ara) REFERENCE FILE NOS.: INIT: 'AINIMUMSETBACKS: N- S- E- W- PUBLIC WORKS 43 (�t if. /2- cj6 JTILITYPERMITSREQUIRED? a Yes U No °UBLIC WORKSLETTER DATED: I NIT: J J ' 1 /«lgvp Siltri al: cam" TYPEO - •NST"U TION: V N M1 CERT.OFOCCUPANCY? OYes N ISCNo ►li UBC EDITION 19 (year): BUILDING - final review 4/161/9to ( INIT: p :UILDING OFFICIAL 4Al c �, �O t / ! c 7 l () wit INIT: ,NVe AMOUNT OWING: ;j 1 I t 'k p • �' CONTACTED • l a Thi • G DATE NOTIFIED r� 1 .-{ -- Q 3- co YJ Y: (init.) 2nd NOTIFICATION BY: (init.) ' 3RD NOTIFICATION BY: (init.) CITY OF TUKWILA 1,! Department of Comm City Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 PLAN CHECK NUMBER WI( - Oo(C Building Permit Application Tracking REVIEW COMPLETED PROJECT NAME MAA N UL E) S tx SA k SITE ADDRESS (/ (/ 3c2. 5. /s' 97 INSTRUCTIONS TC STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N/A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. SUITE NO. U- i 1 I I ( oo - rtyt \ I 5a �75 02/15196 Address: 4432 S 156 ST Suite: Tenant: MCMANUS BRIAN & SUSAN Type: B -BLDG Parcel #: 810860 -0043 CITY OF TLJrwILA. Permit No: 896 -0060 Status: ISSUED Applied: 02/29/1996 Issued: 04/26/1996 k 'k 'k k .4 k . k 'k •k 'k •k 4 :4 8k * 'k k 'k 'k 'k 'k •k k 'k •k '4 ** 'k k k k k •k k k 'k 4 k •k 4 k 'k k* 4 4 k k* k k 4 k k k k k k* 8k 'k # .4 '4 k 8k 4 k k k k k k* Permit Conditions: 1. Temporary erosion control measure_~ shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 2. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 3. The property .owner shall sign a' Sewer System No- Protest Agreement for•future upgrade of the existing deficient sys- tem prior to the Final Inspection. PW RECEIVED COPY OF THE ABOVE AGREEMENT AND ON 4/11/96 FORWARDED TO THE CITY CLERK FOR RECORDING. 4. No changes. will be made to the glans unless approved by the Architect or Engineer and the Tukwila Building Division. 5. Plumbing permits shall be obtained through the Seattle-King County Department. of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 6. Electrical •permits shall be obtained through the Washington State Division•of Labor and Industries and all electrical work will be inspected by that agency (248 - ,6630) . 7. Al 1_'mechanical work shall be under separate permit issued by the City of Tukwila. 8. All permits, inspection records, and approved plans shall he available at the job site prior to the start of any con - struction. These documents are to be maintained and avail- able until final inspection approval is granted. 9. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 10. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 11. Ail construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended. Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. All wood to remain in placed concrete shall be treated wood. 14. There shall be no occupancy of the buildina(s) until the final inspection has been completed by the Tukwila Building Inspector. 15. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. Ao&ess: 4432 S 156 SI te Tenant: MCMANUS BPJAN fc SUSAN Type: 6-BLVG Parcel 310860-0043 OF TUKWILA Permit No: f.:96-G60 Status: ISSVED Applied: 02r Issued: 01/26/1996 4 444 t*44************* ***44**********44***44 4 4 4 4 4 ***4*************** A Permit Conditions: 1. Temporary erosion control measures shall DC-. implemented as the first order of business to prevent sedimentation off- site or into existing storm dr-100 faotlitics. 2. The site shall have erosion control, measures in place 6S soon s po:: iL ie r ter t ir gradinglias been completed and:prior:to the frnaL:inspection, The propertY-:OWner, shall 'sign a Sewer SyStem No-Protest Agreementfor tutt e upgrade of ,the ex:isting deficient tell) prior .,to the f inal InspeCtion, PW RECEfVED_COP`t OF THE ABQ4E AGREEMENT AND ON 4/11!96 FORWARDED TO THE. C10 CLERK 4. No changes will bemade to the plans unless approved by th.e Archftect or Engineer.and the luLwila Building Ui i - , 5, Plumbfng'ipermits sha,l1 be obtained through the Seattle-v:Ang• County Department of PublicHeaith, Plumbing will be ihs.Oected by that 31 'id 1g all gas piping (296 -4722). . . 6. Electrical permits-shall be obtained through the Washington State Divi:siOn'of.Labor and, intinstries and all electrical wOrk will'beinspected bYthat agency(243-6636). Allmechanical Wort: -Shall b*.under permit - s Sued. by- • the:,City IukwiTa. Al4:permitS, jnspeCtion records, and approved plans snail be available -. at the lob .11te prior to of any con strtiotiOn:'Jhese documents are to be and aVall7 flnal inspection approval is granteo. 9. Engineered truss and calculations shall be on site. and available to the building Anspeotor for Inspection purposes. Documents shall be the seaf signature of as Washington State Professional Engineerr. .• • 1 Any exposed insillations baci material shall have a Flame Sp: Rating of 25 or less, and material shall bear. identri- fioation showing the fire performance, rating thereof. 11. A statement from the roofing contractor verifying retardant class::of,Toof wilr.be required prior to final inspection (see attached-procedure), ' All construction t' be rdone with approved plans and requirements of the UniformBuilding Code (1994 Edition) as amended, Uniform Mechanical Code (3994 Edition), and Washington State Energy Code (1994 Edition). 13, Nctify the City of Ttil Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14. Ail wood to remain in placed concrete shall be treated wood. 1. .. 7 •. There shaft he no occupancy of the buildingtsi until the final inspection has been completed by the lamila Building Inspector. 16. Validity of Permit, the issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building. code or of any other ordinance of the iurisdiotion. No Permit Presomind to 4 4 4 9ive author it. to iolate or cancel the provisions of this code shall be vali ' � NOTIFICATION OF UTILITY PERMIT ACTION SUBJECT: McMANUS New SFR 4432 South 156th Street Project No. P96 -0022 Plan Check No. B96-00E0 Activity Nos.: PW96 -0066, PW96 -0067 & PW96 -0075 Contact Person: Mr Greg Sargent Phone No. (206)868 -3914 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 11, 1996: PW96 -0066 Land Altering $ 66.00 PW96 -0067 Storm Drainage 25.00 PW96 -0075 Access 25.00 Ross A. Earnst, P. E., Director Permit Fee Total: $ 116.00 cf: PW Utilities Inspector (w /copy of application /plan) Development File (w /copy of application /plan) John W. Rants, Mayor Two copies• of confirmed Utility Permit Application form and approved plan are attached for inclusion in 'the building.permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 st Ale !:-ei No: Status: Prciect: Address: Location: Parcel #: Wetlands: Contractor: OWNEP TENANV CORTACT CONTPACTOR Perm,i't Fee: Plan Chks, ,„ • ' Tota' Issued Bv: PW96-0066 ISSUED MCMANUS SFr 4432 S 156 ST 4432 S 156 ST 810860-0043 Watercou:'se: Slopes: '1 SCS Lcense•No.: SCS" MCMANUS SUSAN L 4430 S 16TH ST. SEAITLE-WA-9.8138 MC MANUS -,....].:: , - .., •= 4432 $ 156TH S1 rUKWILP'WA GRE SARGENT?SCS c , --.=:- '-'-. Phone: 206 86:3 -31-' „ 220 2Y4illAVE NE.y,REDMOND WA 'C :.•'.., - • /... • Phone: '2(.16 • 2 63 - 31:•14 226.'2; A' REDMOND Wk ••• Additional,DcrfPtio.r . .t• -,• LANDLTERING:,..FORSONS1RUOION0FNEW AFROX4 150 CY Of' CUT 4' CY OFJILL. , • , 1111LOP1.I PART OF NE13,SABER SNOP PLAI" # , .... RECORDIWGNO.6607100.942. ••••• GradirsolPil '1: -Cut EIT!: • Inspector Stunacw*e sAuDo_IsL Final Inspection Approved Eiy: • , LAtiD ;..LTERIO:1 Date: Date: 1.2.stleo: P.ppro....a1 Letter: 040' 1:1996 Ep:pires: 1996 Phone: 206 439- 150 Total:, • 43:50, t‘ = .Account: No: .00.01322,100 e AC CO tin t No : 000t: d 5 . 8 • ,r,count No 000;.:.b6.!A.,4 6600' ValuaXion: • .00; 300 I herePleertlflithat I have read and eaminedthis clerm'it_nd'know the same to be trvand,cOrre,ct. All provisios oflay-and....ordi,nances.iAo.:rein;h9 this iettIrk cc,mpTled_with, whether speCif(,e,d'hei'efn or no.t. The gvanttn■;: of permidoeS' not Presume to give:autnorAtvto,S orcarice the • prAisionsof, anv otnestate or loca is r'e9u1A0b9 , :onstructJon or the - , performance-f amauthorize,d; to si9nvfbr„, Land A1 terin9 per4:tt,\ 11 1 become null,ad vojdif ls not commenced w1 th1i fromttvdate of, „s.i th*work is suspended Or atl'ail*ned 'For a per6 days froM inspect,ion. iEE AppLicAN) 1HE YY'AOsPE'cToR OF C0ME9CEMEN1 AND COMPLETION • , 0F' WORK Al' L EP q'T 24 AN 133-01 NS f:',E.!..1310N CALL .•. ,• , • ionatuve: '••• =, APPROVED FOP ISSUANCE: JJ$ Lt-ab--gco Authorized Permit T Center Si9nattwe ** **.4 44. *44. 44*4.4.4 4. ,4.4. .4 4****.4 4. *4. *4. 4****.4*4.4, ,i . A.A*44-4. k4. 4.44.444A nereDy certify that the permit hotder whose name and address appears on this record has satisfaccorilN met the .ztandards and conditions for ai:s project approved.herein. nk.P PO ?,4 Cirt Of YUKWILA Address: 4432 .S 156 ST Permit No: PW96-0066 Suite: renant: SUSAN MCMANUS Status: ISSUE! Type: PU-LA Applied: 04/01/1996 Parcel #: 810860-0043 Issued: 04'126/1996 .44.4*4-044,4*****4***'4 '4 ******41 4,44 ,*4.4.4,4.4 Permit Conditions: • Temporary erosion control measures shall be tmplemented a the first order of business,t-M1: sediment n atio off site or into existina- •Fl • /541t7 Vls 4 4., „.... ..,, .., , ,.,. ,,.., I ./.,..,re Vtz,7(- ,....,, .`;'; ' \ -',k. 4 :7 .."..--- 1:1::)./ 1/4' -.;.) i h r /I f i # :,., ,,,•.:. . ( 1 t.471 k „ 141' .'"6*'1•Pi7e.:11\ 0.4 ,_ • 1 : 4 h ',, P/ °- --- ',: , P a'.... 0 7 '' 1`..., ■4.10:V 0 0 4 ...''',;`, *,.:: . -... \;i: " t .'.. \ \ , ,-;:,, • . •,, . t°' .1-k „.. , •,, '12' k' .''''. .1'. 4 .,.. :;2 q \ , ; % „„...t 4) ..,,/'----..-.---. % ' I ■ 1 r) j 1 ('' 1 : N b ‘ 10 10' fi. rr" 'A ,......r, ( ts, f 7 ci [Ili 0 e .-'-' ---- „,\ r• „ .=, -- ,..g,,,i,:1 .......'; / '' '',. \ ) , 0 ' ,f el 4 0 kt \, „....r ' 0 4,4z4';- • l' 4 , • i ---•-,,,.. t il „ , :, - '1 \ 4 y 4 .'"' 'il V 4- 1 .---. ,/,'...” 0 A kL7 ..- / \ -, 1 ,...1 ...-"-----)., Q 14 Y i „.ri \ 0 P'4 4eto 0 t ".;;;;L- - r 4 i to r IP,/ , f., v. „ ,,,!. ) \ ,,,..........._ \ 0 - -s - ii;:-,,. ..... “ '''> o •: r } i ./ ii i.” \; .. -.) o I ' , ' ,. . / . k . N ' .! , ( , '1.4.,,,, ....) - :A:. 4 """; : ; 7" :4 ,.., , i, ''':,, .. ' ' \ . %..;i... .1'i ,... ‘`',i :•\ \'''''‘'\', \:', "'' '.■. - ,2, " ;:, ' • .. ..r . il ., .. , ,, • ;':..;' 'to- .::...,— . • . Permit No: PW96-006.? Status: ISSUED Project: MCMANUS SFR Site Address: 4432 S 356 ST Location: 4432 S 156 51 Parcel 4: 810860•0043 Wetlands: Sewer: TUKWILA Contractor License No.: 5CS**"06611A 'MUER MCMANUS SUSAN L 4430 S 1561H ST, SEATTLE. WA MCMANUS RESIDENCE 4432 S 156TH S1 , T UKWILA.,•,, A: 818 GREG SARGENT/S17. Phr!nc,: - - 2.01 2'4TH AVE REDMOND. WA 98053 SCS 220] 274':•AV'NE OEDMONO WA 98053 1,4 A4.,c*A*.444**44w44,44444-#,*.,41,4**4 4l,'44.4**44* 'ENAN1 :ONTACT .ONTRACTOR Add i el ono I Permi,t-q)esor i b.ti on : .. .:. c ' : ' ' '. ' ' ' '' t• :,: ,. STORM DRA.1,NA8E,ORAEW SINGLE FAMILY RESIDENCE. .'.:.:. •::. '-;: ',,'',•:::, Existing SquiFeet'v.I., ..,, Addici"onal . , New ScluAe Feet: .''' •• • .. , . ,. . .. 7 :!: ,,, 7:s. -, • :, . ..-if .'• . Inspecin 1"-...:.; .. . . '1 00.. ,...• Acct..440': 412%342.400 cip 10 . :-- --- --...., Plan Cfrecl...ree.: ,..- Axct „1 00O/345.830 Wq roy FEES:: .f,;: .,.'.; King CountviValuation:-='--- ''- '1 ''';' . • , .L Va-;ue of Constrti • •., . • •...••....... ' A q • . , , '^ • 1 M* , .• , - , „ ,. , ,• , --:::; • - - - :• : I herebyl'MicepAi O'erTit- t.!::\abi all applicable se4::ttons o the .,,,. d • .,.. City of TukwilaMuniciPal Code/ rlu Citv of', Tuir.w,iia! t' Je held harMl'es or aftv ar.i.s."Ivni of tiv is,:brd Permits whyph 'fpa...ee lapsed beyond the expiration siv.:CO reqUire: -,,.• re-applict74)War0 of the perM4V2through,the C16/ an,.additional fee. SIORM CiPAINAGE 96186 Final Inspection Approved: issued: Approval Letter: Expires: Watercourse: Y Water: HIGHLINE , • Phone 04/ 04,-'12/A 996 10'23;1996 206 439-7624 266 86-3914 206-668-3914 '• • 'WA A. A A 444 4 IHE/APPLICAVT, MUST NOTIE.1 THE C.1 INSPECTOR'0 COMMENCEMEU1 t!lik COMPLETION OF WORK Al' . L'EMT'L - ;4. 1 71(0tPT , ,..IP / 0 1:i 4 ANCE•: VO 511 INSPECTION CALL ; - / 433-01: •;'.'('•,=!.., • - • ''•• 4 ' i i . , „,..;.,,,., Snature: ''':.<'" 1 ' 7:, . ,//. -,•-''' ...4-e.-_.:: 0 ik t iil ' .:- ... .-,,,,-. f •';!- 4 .4 4 , i , 4 -44 ..-A- -k4./..k.A.A.:**4.44.4-*./..4-4 4 .*4 ****44 /****A!*k4*4.,4 APPROVED FOR IssuivicEP) JJs . . . . , . ....-, ,... 1. ;stiod ,-- Bv: ...'..:7„2.)319111i-- . . _. ,....-. .,Da...e.;:, - • -, Lcti . .. Authorized Permit'Center: *44 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the prOect approved herein. Inspector Signature Date .00 .4 4 • 4 4 4 .4 ' 4 Address: Suite: Tenant: Type: Parcel *: *** Perm • . 4432 S 156 ST MCMANUS RESIDENCE PW-SD 310360-0043 it Conaitions: Temporary erosion control measuves shall be implemented as the first order of business,„ sedimentation off- site or into existin,14<s;60>,4raIvAgra:0 SlORM DRAINAGE SyUplOr-GATCINED INTO" P11 ...,- ,:--,,,•••• IL. NOV ALLOWED,OVbk.---SEPIICVSY-STEM: !2- . •. It is strongP ede ir-r:ecommnd that storm dr ainaae. 10 ns be .Y.6--.:: ..- ,, ,.., . • , , cert 'it i ed by—a/ 1 i cense& eilil ineer' ather$4.S4 /7 . a ss u me s i3I i i ty, 'tip n.;-,,.t.'h e d es,„ grt „An d ;a n y su b :et e i. da ma g e s •,.,•-y -,• % '14. ,,, „ It -. - - ' •,,,., „, ,,,, ,, , ''''.1/ P ''.:. '!,' f' ' r, ..1 r:-.- "\;,,. nA '. ' G .:' 1 ', ' ..,..... • ; ., ,, . I ' ,, „, .5;, . } I ' f.' } '-i •:, ''' 'r r.. Ms f r' . .// ,1' ti' %:"-k. . ."- 11, k.„ 4:1 . r! , 1q `• • 'NA Cir./ OF FUKWA I_ A Permit No: PW96-0067 Status: Applied: Issued: 04/11/1996 04/26,'1996 • *** 4 * * * - Se le •• • '4'4 •• 'fb 'if '4' 'ft .4* • • • .• ...„..,...„., 'r, . , ,,x 'Z'i '.• ' ";., i 1 ■ o ,, ,,./ '.-. ; t'• i . '). . ; ..., 4,' •:., torat4z,ta ' .----__..2.,.„._,1 I' k "4 ). ..Y '" e..., - ,r / .- \ , , . i i ...-----' :r '. :::: 4) 'C l., 7- ,; \ . , ,•• r 4 I , •," ,. 1 ,r ",--. • ..- e , - - \ 0-- r, .A.N.,:irr:r.' ilr r.,.. \ / , '', ''''''' -.."'. rr i .1 ' r:,.i 4 :44 ze, ''''' / / i ' ,r ",` \ ' •—r\ -- ----. --1`i r,) 1 ., v i u, ., r • ,.., ,.., ',,,, ! ...., -,,,,1 -4 – F-. 45.. • 'A 0 v ''..\ ,r- r. ..,......._ r -, V .4.42.Z 41 l' i \\ / '''' ''s,'" 4 37 '-'- ' " ,,',,, , . . ,; ' I. ;:i' "r il.. • 1 ' ;1'''''c‹. :.4 'E.,.77. j r 4 7 1 . ; i i ; 1 1.. c N N, , 0: l / / 1 , , . \ " - .7 ' ' , .:: .,i , ,. Y. ... v . , , i , ',P 0 r . • Permit No: PW96-0075 " Status: ISSUED Project: MCMANUS SFR Site Address: 4432 S 156 ST Location: 4432 S 156 T. FROM S EOGE OF E;;IT PAVEMENT f? S 156 S1 Parcel 4: 310360-0043 Watercourse: Wetlands: Slopes: Y Sewer: TUKWILA Water: HIGHLINE Contractor License No. : SCS 1 '* 4 "066MA TENANT MCMANUS SUSAN L 4430 'S 1561M ST, SEATTLE WA 98363 OWNER MCMANUS SUSAN L 4430 S 1561H ST, SEA1-3LE:;.WA:166,, 'l t41 TOR SCS • - _ rh,no: t206)363-3914 - 2201 274 AV,NE WV, 93053 CONTACT GREG SARGE tfOoe: i206)363-3914 2201 274.:, PtDMOHD,l wp • 14. 4444 .4,4* .4 .444 .4 1. * 14'k,* .4 .4 1..:k .4%44 *,.41;•A . 4 .4 * 4. .4 .4 .4 4. .4 .4 4 ..k A.4' 4 . *•'4 ; *4 444 CvP.B 021:ACCESS,'SIDEA'' • Adi Al P ' 1'.' t'' • '''''''''• ' t i . tins e? mi.,.•,/ r e 2. Cr i I.), 1 Con . ., .., - . .. ,:. . , ,..-... .... _,. ..'. .-. ..1 ...,,, , '- :•.;, 7 : .- . CONSTROCTA0 1,VVIW ASRH PAVED:ACCESS ROAD,AND , , -•it. ... . DRIVEWAY/OR TNENEW RESIDENCC\l'i, .,•....- ,,,„.. ,,,.,:. ..",e/ , , Existing SqyAr Feet: ,I, !.. :'' . j Additional '.:,quare 1-k'ee, New Stilia,ref,,Feet: ,,, . „; :.: •.,. i :,? iy - .:,;',.,?,. rk 'f,,, Inspeceion,J6•e,: • ''-'-': lc, Orr - - -, ....... ,.. 4 . . Acct,No: 000/.342.400 . , Plan Cileck '' - Acot NO.:. 0004145.830 T('1, f EE,S: :::::: . ''- -J5..00 , 4 / % . j ‘.. •.'), . . r .!* ,1 ;., , . ••• ' ..... . i ,,, . . . _ , Kinu Count.v.WaT4ation:, / ..;':;-. va4lie-of Construction: .:, .00 % ,. * *444 * *4 4; 4 4 . 4.. .4'.'ki . 44 . 4. 4....lek .6. , A .4 .?..;.' .k ..4,-kt;4 .fr .4 A. .4..4 4.4 * 4. .4 . 4 . 4 4,4 .4 4 -4.T.4. 4 k 4 'A k * •4 . 4 4. : * 4 4 r-. : ; ..-.:' -:-.,-;!' , r - I herebylacept permit,/and , agr-ee, to.:4e applicable -seCtIOxis of the • City of Tititwila ' .thai-,/t City of Tukwile.;...shall be c e , ., . • .,... r• , ,• , held harmotessi4ktrralA er any claims ariSng as-a Of his'pro - . . .. Permits w111 Kavez beyond the expiratl:on-Acite: shall recOrei . - . • .,-, re -aLL licatjon and,-.'reissuance of the pe'rmit\tnrou46.?theCi0." an„Yadditiona: % '.•,.„-:,. ' , ,. , -...., fee. :-:• ;.„.-•,, -..-_'' •.., THE APPLICANT'MUST'NOTIFY,JHE INSPECTOR„'W'COMMENCEMENT 40 COMPLETION OF WORK Al LEA414.46URS I14 ADV41:4C W SCHEWCE AW,;INSPEc.I.ION CALL 433-0179. Signature: . ,.- Date: k 4 *4 * * s. 4 4 1 • 4 4/4 .4 i g 4 'k 16 .4 . 4.1. .4 .4 k :I. 4 4 4 4 4"4 .4 4 4 , .4 .4 4.1.3e *kk !, •4. 4 4- *4. ..41:1, 4 * .4 4 * 4 4 4 * 4 4 4 4 4 4 44 • • . , APPROVED FOR ISSUANCE 'BY-,:-c-,41S . . , LQ: '' 2 - . Dzt : -D, t SA: Ql q ..._. , Issued By: .e. Authorized Permit Centt - Signature - 44%./...4.4 I hereby certify that the permit holier who name ana address appears on this record has satisfactorily met the standaras and conditions for the project approved herein. Final Inspection Approved: Issued: 041996 Approwll Letter% 04/12/1996 Expies: 10/3/1996 Inspector Signature Date 4 4.4 .4 k 4 4.4 4 At 4" CJYY & TUKWILA ^ i h\ it,~q, 7 'rS ‘V‘, N. ‘ k• ••■ .`,.. • "'• ,:•,.. •••■", PS ..,`,. '''.', ' ‘ ,• ,‘, • 4.„'.', * ,',...."., . , . , :,.....A I.,..-, : ..;,'.,,.:;!.'`'. ,, • '...,',- !il '•c '" ;,..•':•:', :',.:,--....,. ''....,.„ :', s..,,;,•,;''' —•" '"":-..::::.„,,-, ki r: vt. ..,,,, .,' . c', P . . , ' '' ,/,,'•' ' t 1 '\,, ' :.1,4 tH,;' ., .,. , \ • -....„ •., , . - ( ..",. t \ ,,, • Cr e Applicant /Authorized /"' Agent Signature: 0 L, , Contact Person (print name): 5:4-iw 1.r Print Name: K'".,-� J . ( Address: Date: _2 , 9 Phone: 7 - - rc -' 4 ,)%- 3 S/� Phone: Date Application Accepted: Q._ Q a _, C1 I .. Date Application Expires: S•-ii(1 - q ( PROJEC : < INFORMATI Pro•ert Owner: Street Address: Engineer: Street Address: Contractor: Street Address: ,P a p King Cty Assessor Acct #: RMIT U.EST .WATER MET DEPOS T1: <:REFUND /BILLI ?MO ; N ; T .SERVI <;BILLIN No. of Units: City of Tukwila # Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 MISCELLANEOU > INFOR Site Address: Name of Project: MG /), U ❑ CommerciaVlndustrial UTILITY PERMIT APPLICATION Phone No.•,�Dd - eG g- t i ' JG - . . I / " City /State /Zip: / . D j t - 9 3 g . o_ Contractor's License #: SuSk of-o6 /14-Exp. Date: 7 -4/- 9 � ❑ Public :s D Channelization /Striping /Signing 0 Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: _ Sizes: El Flood Zone Control ❑ Luling and Altering 3o U cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: D Sanitary Side Sewer - No.: Name: w� Street Address: Name: 4//0. Street Address: ❑ Motel ❑ Office ❑ Retail Si1.1'lew Building Square Footage:3,2 9 �r l� f j / '7(-; Phone No.: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION;: OF: PRO IECT' 0-Single-Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Church ❑ Manufacturing City /State /Zip: Phone No.: City /State /Zip: ❑ Other: 41 ( OOH Phone: (206) 433 -0179 Phone No.: 020 --e/..3 —7G 2 City /State/zip: 7(1,,E.. - /,t,¢ Phone No.: City /State /Zip: ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter / Temporary: - No.: — Sizes Estimated quantity: Schedule: ❑ Other: RECEIVED FEB 2 9 1996 TUKWILA PURi in W()R f ❑ School /College /University ❑ Hospital ❑ Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ I HEREBY CERTIFY THAT! HAVE::READ:THIS APPLICATION AND K NOW T THE . SAME TO BE TRUE AND:: CORREC 04/22/92 # # ";+?� ' + , :4 *J *hk•kFJ*F*fr*Jr hr* Ak *AF *Fr**AJA4**Jr*1J:4**kklr** **kkkdr*4*444 *r4 ITY OF TUKWILA. WA l (, - � 1 P.Gt34SMI t : �ti4 :4:4•k•k:l•:4*A***** * *kkk:l:4 k**h hirLFl�lIA�Ek. k A irl kk�rA•r4*k:1k*fA*Alr**kAJF 1 PANSMIT Number: 96004063 Amount: 66.00 04/206 15:36 Payment Method: CHECK Notation: SUSAN MCMI NUS •Init: SLR Permit No: PW96. -006t; Type: PW-LA LAND ALTERING PERMIF Parcel Nu: 810860-0043 S i t e Address: 4432 S 156 S I Locatian:•4432 S 156 ST Total Fees: 66.00 T h i s Payment 66.00 Total ALL Pmts: 66.00 Balance: .00 d. A• fi* W* fi** fifiak* A *A * *fi *fifi * *AFA * ****•A *fi'k *fiAAFr fifi * * * *Alk *fikik * *A k *** *fi* Ac oun t. Code 000/322.100 000/345.830 , .CITY OF TUKWILA, NA Jr kA• *hk *k*.4 *rk *A•:kk 4 Account Code 0000/322.100 000/345.830 000/306.904 Description BUILDING - RES . PLAN CHECK •- RES •• arr k* A? rh• kk.;•: k• k: 4.4** A.***k k: 4r•: 4• hJrJ: k: t•***k• k*** kk• khA ••kA*JJrJ *Jr•kFk.4A *: '3 t:f�i'•li:MI r kkh; ".4 *:k. l ;)c*****h******h**:' TRANSMIT Number: 96004062 Amount: Payment Method: CHECK No'.:ation: SUSAN MCMANUS Init: SLB _ _ . __ _ . _ _.. _... _. _ .. _ •- 04/'297% TL23 Permit No: 896 --0060 Type: 0-BLDG BUILDING PERMIT Parcel Not 810860 -0043 S ite Address: 44 :12 S 156 Sr Total Fees: 1,872.71 This Payment 1.136.7; Total ALL Pmts: 1.U72.71 Balance: .00 *A *fi *A WAfi*k *•Afi * *• hat**** Aal* fi****** A*A k* h* ak* •A*AFrFrW *A*A * i•. *WJ AA*al *A••A* Description BUILDING - RES PLAN CHECK RES STAl E BUILDING SURCHARGE F Amount 43,50 22.50 1,136.75 04/26/96 15:33 Amount ;:396.'29 735.96 4.50 `U Jag )at° GENERA 1136.75 GENERA 66.00 GENERA 25.00 GENERA 25.00 TOTAL 1252.75 CHECK 1252.75 CHANGE 0.00 4979A000 04:07 k• Ai it*. kh: t• k* h* il•: k** kk*•* A, r** t•hA'. hk* h: 4kA: k•h. k**:kk:tk:k•kk,kkAakkkvkh•h:hh F*hh.4* CITY OF TUKWI:LA. hk *h *h *k * *'A*'A * *k h 1 RANSMI1• Number: Payment Method: Permit No: Parcel No: Site Address: Location. This Paymer:t Account Code 000/34.:.830 :00.0/342.400 CITY OF FUKy4l:LA. *A.A.,k *:kh*A** A *A ** TRANSMIT Number Payment Method Permit No: Parcel Ma: S i t e Address: Location: hS*. *'A1:t. *A !r•.I 96004065 Amount: CHECK Notation: P1496-0075 Type: 810860•••0043 4432 S 156 ST 4432 S 156 ST. 4 432 S 156 ST 4432 S 156 ST ^+ { .. - O flr hht *A *41eh k*'h** 25.00 SUSAN MCMANUS PW -OCAS CURB FROM S LOGE O F EXJST PAVEMENT l 25.00 25.00 25.00 .00 'k *yt:kek **** A * * * ** ** ** *•k * *•hA * * ** k *0 * *A**** **•* *** **fiat *o1 * *k•* h* k.'.*:\* ** Total Fees: Tcttat1 ALL Pmts: Balance: Description PLAN CHECK -• UTILITY INSP FEE -- UTILITY .., . .. TPANSMIl k *.kkk'* * *;t*kh:A k 04/26/96 45:37 I' n i t: S L II CUT/ACCESS/SIDE Amount 10.00 15.00 *A*.'** *****k****** *•* c****hk: th** *h*k*** *h*:t**it***•A **•kk *.t*4 hA** TRANSMIT •*''i*** k .A . k* *A*hA hk•kk*h*k*k*k •.kk hk A k h:k WA * *h ** 96004064 Amount: 25.00 04/26/,96 15;36 CHECK N o t a t i o n : SUSAN MCMtiNUS 1.n i t : Si_11 PW9G--0067 Type: PW•-S0 STORM DRAINAGE 810860•••0043 Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 ***• 1 A******. A****** *A .A*A.Ak* **Alk* ***7%i: * ** *akin *•h•A•kat *A ** *A * *•k * ** Account Code Descr 000/345.830 PLAN' CHECK - UTILITY 112/342-400 IN5P FEE •- STORM DRAIN Amount 10.00 15.00 R q lag lqt� • This Payment * * **• *d* * * * * *A•A *1\ *k *,tk * ,** A** A*,\ 4•*• s*A * *kf. *•�ti ** * ** * * * * * ** - 0000 CITY OF:TUKWILA. WA TRANSMIT k*# k** k**: t*** k*;** 1•* dk*4* A*A A* ikA W** A . * ****:1 * *skAh41 * * * *AA TRANSMIT Number: 96003732 Amount: 733.96 02/29 16 i ' ' '3 Payment Method: CHECK Notation: SUSAN MCMANUS I:nit: SMC .�' " �..•���' ... - .�< Permit No: B96 -0060 Tyre: B• ii.DG BUILDING PERMIT Parcel No: 01086O”- 0040 Location: S 15E, ST BEHIND 4430 Total fees: 1.t3' ?2.71 7:'35.96 Total ALL Pmts: 735.96 Balance: 1,136.73 A•k * *:ta k* *+\* *A * * ** A•* * *,\ **• * *a' *d < * * *'A * *A.A *.* * *•• *••k *+\ * * *4*.A *'A* *: \ *b*** ** Account Cade Description (amount 000/322.100 BUILDING ('.ES 735.96 GENERA 735.96 TOTAL 735.96 CHECK 735.96 CHANGE 0.00 3173A000 16:28 — ;•• Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: L .. City of Tukwila Fire Department Project Name /i 4 US Address L / - S / - r(0 5 ± TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM PA Retain current inspection schedule Needs shift inspection X Approved without correction notice Approved with correction notice issued John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. R n'" 0O¢O FINALAPP.FRM T.F.D. Form F.P. 85 Suite # & ( F / #j Authorized Signature Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 575.4404 • Fax (206) 575.4439 Project: AA I .. Type of inspecti• ., Addr�es� ,� S , c(p s l / '( Date � � calls •. ` . G Special instructions: (}2t1& � r Date wanted: ?/ a.m. 11 Requester: Phone No.: 3(po - 56Y 7UG INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X Approved per applicable codes. COMMENTS: Inspector: .6 INSPECTION RECORD Retain a copy with permit b /wD r nl (4.4- 1.4,w••i S . Date: PERMIT NO. -3670 Corrections required prior to approval. /5 0 E iL VI c ATIOJ Or Two -7/L315'7 L i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: f r vuk-VilavILO , Type of inspecticin: Address: IN S. 6■,...._ Date called: V Special instructions: Date wanted: 1 r 7,3 ql m. P. . Requester: Phone No.: I I Approved per applicable codes. ....m.tauryAwnwptvonng.....1.4112=WrAZSZ IASFECTION Retain a copy with permit PERMIT NO. 57C) INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 :1 0 MENTS: Corrections required prior to approval. Date: i (gel $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: A tkalYirdital..- fhtlikeTolidkieuezw• ,•44';;;•:. Project: mr a l n Type of inspection: ` Fir 1 � v`' Address: L Iq3 � 5 5(.o � Date called: Special instructions: f WCI (0 -03 00 Pfau -o (0 N. q _ - oo15 D L !' Date wanted: a.m. P.m. Requester: Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 &Qo(oo PERMIT NO. (206) 431 -3670 I Approved per applicable codes. COMMENTS: A-571_ 57Mktx 4 0111 ell i3h $42.00 REI ' PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule )einspection. Inspector: I Corrections required prior to approval. Date: 2-3 Receipt No.: Date: Project: A i , / v(4.• an4is Type of inspec ' on: ‘/ e ! I �2 Addre ss'V /S 5 Date called: �e Special instruc Date wanted: am_ / -7 Requester:, Phone No.: L1'7 , -(72. I I INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Cii-cr‘c) PERMIT NO. Approved per applicable codes. rp4 Corrections required prior to approval. COMMENTS: ��lPc at _ Inspector: Date: 2 - -; $42.00 REINSPECTI!()N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prtigtm rz.s., Type or0n: ,-.) . DARR-le-4 44i. \ s to 51 - Date cah _ i s,q( 0 Special instructions: Lat- A. M. Fi.vA6F. Date wanted: 6; pm. Request— I M 1 phmz:.): 15W 109(0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspect pproved per applicable codes. fReceit INSPECTION RECORD Retain a copy with permit Date: 0co(Do PERMIT NO. (206) 431-3670 Corrections required prior to approval. $42. 0 REINSPECTION*EE REQUIRED. Prior to inspection, fee gst be paid at 6300 Southcenter Suite 100. Call to schedule reinspect' ..; Projec • C S Type of i sp c "n: � t 1 Addres s: �4 3Z I D ate ailed: (P li{11 1 _ Special instructions: Date wanted: . pn Requester: Phone No.: 3(o0 ci p y 10070 COMMENTS: inspector: .. ... R.•,4s.,2,...0 pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i.� ✓ / ll) I r e "r Date: 13) to COOD PERMIT NO. (206) 431 -3670 Corrections required prior to approval. LJ $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of inspe 'on:� Ad res , 1 3z. s , I S Date called: i / pi i Special instructions: Date wanted: / V� ,( (� ( 1 am Requester: Phone No.: su -1 DC) pproved per applicable codes. awr.:u.:nm W.wrgmittt W iY1.'•.F7S: x: INSPECTION RECORD Retain a copy with permit INSPECTIO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 47 / /r , � 1,7 c � , `r �` Type of in ecti 1 / � /� ` ( Address: } Date called: Special instructions: Date wanted: /..--5 -17 Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: C Approved per applicable codes. INSPECTION RECORD Retain a copy with permit $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: w. V,::, PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: . I . Type of i spection: A _ j • S "X c.- o c—•• 4/- C ll Date ca ed: 4/1---nta/----C. 1;74.t.e a-frpri 1 15 0 CO:2 Co 4. Y7 64 eleR _ .. S ...:. p.m. GereGe &j, r .1 0.,.. q Phone No.: k ,L / 0 . 7 5 - _.....p.„ , - / t / .. ' . .. . .1 Project: i(v\ c.imGc_iimit I . Type of i spection: A _ j • S "X c.- o c—•• Address: 44 . 1 sie Date ca ed: ( Special instructions: OC■//3 Date wanted: (4 i 1 ...:. p.m. Requester Phone No.: I I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (0 06 (pD PERMIT NO. (206) 431-3670 pproved per applicable codes. j Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: •• Project: m friiuS Type of inspection:: i "el 14j Addrgsp 32 5,. / i .4 4 �? Date called: ecial instructions: Special p ' Date wanted: a.m c.....317 Requester: '"'" q Phone No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Inspector: IL if. /dif/ $42.10 EINSPECTION FEE REQUIRED. be paid at 6300 Southcenter Blvd., Suite 100. PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Prior to inspection, fee must Call to schedule reinspection. Receipt No.: Date: Project i i j l .1 Type of inxcti /44 f/ y .,40/ 4 0, Addressyt 52 / s t.". Date calk -.I Special instructions: Date wanted: __ , 7 5 .. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Inspector I I INSPECTION RECORD Retain a copy with permit Date: (206) 431-3670 Corrections required prior to approval. $42.00 REINSPECTI1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj e rtAA'W 7 `Y+`` Type of inspFRA % N i Date called: 6_2:2, _1 1 *S J ' 6ko 51 - - Special instructions: FoR .. 5:3t, i': M e Pi P ss.: Date wanted: _ 23 - 9 -, t a.m. p.m._ Requester: I M NE 77�1�. PtogNr : 6(9g _'10 . w+..+ waa+` nwar. w►. w. s».aaviiwww .0.No wv.wn.LY¢C:swavMae:eSeer. e."'itn gr.rettt itn:MEW •"'SL tei'f3 C Inspector: 1 INSPECTION RECORD Retain a copy with permit INSPEC ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per app le Corrections required prior to approval. Date: $42.00 REINSPECTION ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • e �..Y:� 13 — 00(00 PERMIT NO. Z-q (206) 431 -3670 til COMMENTS: u 5 Type of inspe o n: f I' VI No ` , ,c i\ LA ot.— wA-v■—• S iA a C, I S (4 \(-- t A-- t..f M Li rJ CI I S pi.e e(ww^? ec C (6 i -- rw 6A cmL -- r2F QC- it< (4L. TW€ .tL4 fA c J D A r U. �o I'. _ L rr R . C 1 - - A } - GA -nt'ri - " - - TIN-Z" L - 0 L 1 ov\ 0,1 Rt- SAC ao _ -1 L.- 4tl (t_ 1R(WVM_. Project n 01 6 V u 5 Type of inspe o n: f I' VI No Address: _ �G\M Date called: Special instructions: r + Date wanted: a.m. , Requester: Phone No.: 5(py 101 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I1 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: Date: 4ZCt 15 lI '1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: c � an l) Typ of >ectiob► n Date called: 1 , u f Address: 1 Loa 5 iso G , , 7C Special instructions: Q�t - (ot 2 Date wanted: q a 5,61— ) a.m. Requester: �..••t m )) lam) Phone No.: � ,,.- tD X! Inspe .were. • v x, ,'.t.Napnttm'4, le 3.:fl :2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. C MENTS: Corrections required prior to approval. Date: ra (206) 431 -3670 4 •Ti REINSPECTI • � ' EE RE UIRED. Prior to inspection, fee m t be •aid at 6300 Southcen ; r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: }l: Proje e 111\/�n11`� . Ty of in pe I OO HS ATN +Nti NAIL - 1 st , 1 sto ST Date called: L A _ 2. s „ q Special instructions: Date wanted: LA _ 2 91 a r ` �p.m. Requester 1A , dk5... �; 6 Phl a) 6(46i tip INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •, ,& COMMENTS: /-4efir Inspector: Approved per applicable codes. 1 At , Mu , r! a �Y / 0, err _..._. r... .. ........................,...,.. a....�.,x..camr . a; t,++ nKVxu�: .z:!.''C''t`•.�,5^.:•`,�:i'ssR� . INSPECTION RECORD Retain a copy with permit P� -oot0o PERMIT NO. (206) 431 -3670 Vitj Corrections required prior to approval. Date: 41 .1d .L. $42.00 REINSPECT' • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: N Projev J is Type ofjespe „ ��I �A NSU!„A 4 i S it 0 � J sr t Date called: z _ t t _9--' Date wanted , 1 L D _C4 I 1 p.m. Special instructions: Aequest_ey , + eaE.1-7-111E- e511 pit (..SAL- t?o fl COMMENTS: Approved per applicable codes. .u, .. t .. i1 r. _ 111)444.itff' -_ ". Y. cx..a , Ei9 INSPECTION RECORD Retain a copy with permit }EY ( 4t7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Corrections required prior to approval. Date:2 63 x$42.6 R II rSPECTION F RE9UIRED. Prior to inspection, fee must be paid at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr J+' t hat Flodo : 0)L dress: S , r� / r 40 Date called: s( c Special instructions: Date wan)e•I -( / / L - II p.m. Requester: f VLI Phone I: D ^ ` , -7 INSPECV n N NO. f: C.ITV OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. r (206) 431 -36 0 Corrections required prior to approval. Inspector: Date: fr L9f7 $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r flfl i rdri : a rtu � cPy,cok. -), Iv T ns a tlori: y fic0 I n ) dd : 1 2 ,.... :67 sr Date calle is f / Special instructions: P Date wanted / / c , / �/ l� - .. .m. Re ester: r J t ! 'HI V R jt a • • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I A pproved per applicable codes. OM MENTS: Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ` V • t Date: / -1 J!/7 �' � 7 $42.00 R EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4....,..,..- ......,,• r?.,U�s.i'S.y 1.04._ .a.�.�r.+_�_ sx . - i.. PART A: (TO BE COMPLETED BY APPLICANT) 1. 2. This certificate is submitted as part of an application for: Ix Phone: Agent / Contact Person: t re— _ P Phone: ace- O ?,Cc:2 3a l 4 I I PROJECT # P f CDD PY CRP W(C1C) CERTIFICATE OF WATER AVAILABILI Owner Name: c- , C.A � v t� nAc- M Address: C( c.(3 ( l S -� Site Address (Attach map and legal description showing hydrant location & size of main: y` • k Cx', c l rc c. L ct� Gt- WI 6. Area is served by: Residential Building Permit Short Subdivision Commercial /Industrial Building Permit 4. Vehicular distance from nearest hydrant to: Fire Marshall Insurance Underwriter Owner /Agent's Signature: City of Tukwila Developer's Engineer (Utility) Preliminary Plat Rezone Other 3. Estimated number of service connections and meter size(s): aka_ — 3/- 4 �, ems. 345" � -�- — 5. Minimum needs of development for fire flows: 01 U 0 gpm at a residual pressure of 20 psi. Utility I I Other HIGHLINE WATER DISTRICT Date: City (Reverse side to be completed by water utility and governing jurisdiction) PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of n psi at 10 0 C) gpm for a duration of v\ hours at a velocity of I Q fps as documented by the attached calculations. I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT 824 -0375 Agency PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: C4 % T ;,l ,`--4)/7r 2. Minimum water system improvements: (At least equal to B2 above) Agency Phone TUKWILA / KING (City/County) Phone By: oily Daigle Date Acceptable service can be 'provided to this project. I I Acceptable service cannot be provided to this project unless the improvements listed in Item Item #C2 are met. System is not capable of providing service to this project. By Date The proposed development at: (address): 44 Z Street Address City Tukwila. e ftrzyk Public Works Director City of Tukwila John W. Rants, Mayor Department of Public Works Sewer Proportional Fair Share Agreement Owner: O►vn(signature) 1 14t.1 1. h'1 At.) (115 Owner(print name) SI ,�— 6q6-0o60 Ross A. Earnst, P. E., Director (parcel no.): %1 0 o10 — 6013 adds to the cumulative sewage disposal service. The result of continuing development will be the need to undertake sewer system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest sewer L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D funding sources are utilized. The agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata_ share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Directo . 4" -- - Datt / 3 JO/ L4 1.0 f wig City/State/Zip Code Dat STATE OF WASHINGTON COUNTY OF � , Ne On this day personally appeared before me 5 t4 Ah) L. Y}i Y j6 to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he /she /they signed the same as his/her /their free and voluntary act and deed, for the uses and purposes therein mentioned. ` ``` an mnun,, Q3 ... '4 Given under my hand and official seal . ��% this L?) day of /1 ( , 19 9C If aii' Vc._—____TkAJJ Notary Public to and for the State of Washington residing at: , %.,, ,. r te , , 5 Tt L. vc � cn. ......... . „,„ ` ,� kommoo 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washineton 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 :: ,mow.' �:k?•., i.' :t' ' ` •s ' .., • >si:) fi4 ,.. #:�• :f.:� >.•G',•.• A w e ,' ` w � �:£ �?i., t,' c: t;,. c .,.j.`;.y.:tk,.:,`!ty:,+' <Ri.�. '10 %' • OPT it OPT III (R -2.5) OPT IV • :21% 21% 0.75 0.65 0.40 • 0.40 (R -2.5) 21% . 25% 30% 0:60 ;. 0.50 0.45:. R -30 R -30 R -30 R -38 R -30. R -30 R -30 R -30 R -30 R -30. R -19 R -19 R -19 R -19 R -19 R -19 R -19 ;.R -19 R -19 R -19 R -10. R -10 R -10 R -10 R -10 R -10 R -10 R -10 •R -10 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 the selected Option requirements without exceptions or substitutions. 2) in the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle 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 design. YES No ❑ Option _ may be a better choice. Notes: CITY OF iUVWI APPROVED APR 19 19 pS h0 (Et) 13 u jI N G DiVISiO.4 Page 1 of 6 w;. 11VAC AFUE Glazing max: % of floor U - value 2 Door U -value (R- value) Ceilings: with attics vaulted Walls: .5ove grade hc;Ow grade interior or exterior Floor Slab on grade 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 z .78 12% 0.65 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 R -10 : `j 1v.,'4'. ' Ji.,47 City of Tukwila Footnote: 1) The"?.." symbol means more than or equal to; "5" means less than or equal to. 2) Glczing trade -offs may be made if the Option U -value requirement isn't exceeded. w[f:SMORAD /APR @, 1991 CI COMPLIANCE REQUIRED INSPECTION IMPORTANT: Supply information in the shaded area by checking the APPROVED appropriate circles. Disregard topics that don't describe your building or equipment. D.9_N9_T_place checks in the two left columns. 0 0 QSIab insulation (Table 5-1; shall be R-10 and located on•the: CA E xterior (See INSULATION:. INSPECTION) OR • B. Interior: extending downward from' the .top slab cl.rtace`to Its undersurfc ce and horizontallyxunder the slab for a total distance:of 24" or vertically 24 ❑ s Radiant Slab'' Insulation (S. 502:1.4.9) shall be R -10 and extend under the entire slab Below grade masonry wall insulation (S. "502.1.4;.10) shall belull depth and located - on the: QA. Exterior and rated R -10 (See INSULATION PHASE) ;: OR QB. Interior (See INSULATION PHASE) 07.hermal break(s) shallbe` placed in the slab (S 502 1 1: 4 8; 201 BUII DING:ENVELOPE) between the' conditioned and unconditioned: spaces checked.below, and extend :from the top of the • `slab to: the bottom; then underneath. toward the conditioned space fora 24' Qdweiling /garage Q dwelling /connected space Q slab edge and foundation wall. 0 Radon: Requi rements (IAQC 502.1.2, 502 1 3)shali be met:if one of the followin is :checked: Q A Net foundation ventilation area iiis less than 1 :FT2 per 300. Ft2 of :crawl space 0 B. Foundation vents are closable. Q C. Crawl space acts as a supply, or return air: plenum. Symbols used: = equal > greater than edgaftlm < less than WSEC Foundation phase requirements: Inspected by: Date 1 O Insulation baffles shall be placed in attics /ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). ❑ QG Iazi ng efficiency required under the selected option shall be (S. 502.1.5,:602.8.2): 0_41 U.70 (Option I) X, U.65 (Options II, IV) Q s U.75 (Option Itt ) Q} U.60 (Option V) 01; U.50 (Option VI) Q U.45 (Option VII) a greater than or equal s less than or equal UPDATED APRIL 8, 1991 Page 2 of 6 Location Minimum at .25 w.g Mfr. /model Fan label CFM(.1W.G.) Kitchen fan . 100 CFM , Bathroom fan( ) 50 CFM V Bathroom fan( ) 50 CFM Bathroom fan(A) 'CFM 1G C Laundry fan 50 CFM V 0 Whole house tan' O (choose one) 50 CFM (1 -2 bedrms) 80 CFM (3 bedrms) 100 CFM (4 bedrms) COMPLIANCE REQUIRED INSPECTION IMPORTANT: Supply Information and check appropriate circles In the APPROVED , gi shaded boxes. Disregard topics that don't describe your building or equipment DO NOT place checks in the two left columns. CI Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): " Whole; house fan :also serves as a kitchen or bath;'spot fan Yes . 0 o If a spot fan is, designated as a whole house fan, the capacity shall be the; larger: CFM:. requirement El Whole:house fan: Location ' c0WtP - E.I'\ Sone rating.l.h (s 1.5 if attic fan closer VA'>D Whole house fan is listed /tabled "for Continuous use" (JWhole :house fan wiring for control routed to central. location. O Whole house fan shall,.run continuously: Kitchen rate 25CFM: Bath & laundry rate`20CFM CO Integrated :forced- air. furnace :ventilation (IAQ Code, S 30 1 2(b)) shall be used with a whole house fan instead of fresh airinlets in the bedroomss �Jo l3?lf yes, a 6" outside air inlet duct w/ barometric damper; limiting the ventiltion rate to :35 .50 ACH, slIL,run from the building exterior to the furnace return plenum, than 4' o ceiling) r` Q Mechanical ventilation fan dlip$c shat) be Z 4" and properly sized using IAQC,Table 3 -3. 22 Fresh air shall be provided for each dwelling unit as follows (IAQ Coot, .:. "' 1): OC Each bedroom: Tested, screened, controllable, through -wall port 4 Sq. in.) to the exterior. Overall living area: One wall port as specified for bedrooms. OR? forced air furnace which delivers outside makeup air through the ducting system. QRecessed lighting fixtures (S..502.4.4) shall comply w/ one or more of the following: , 0 IC rated, with no slots or holes in cans, caulked or sealed between can and ceiling V 0 IC rated with table certifying an ASTM E283 tested airieakage s 2:0 CFM 0 Any UL listed fixture enclosed by a 1/2" gypboard box or other manufactured box w/ 1/2" clearance to combustables, and 3" clearance to insulation. WSEC Framing phase requirements: Inspected by Date Page 4 of 6 Type: No: Area: X 2 U. Yes 0 Type: No: Area X 2 U Yes 0 COMPLIANCE REQUIRED INSPECTION APPROVED Page 3 of 6 vr»va� 1.ara nitr av IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DQ_f1_Qlplace checks in the two left columns. t Glazing /skylights by type (S. 302) . Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? + c) e9 frs"-\ Single Glazing (No more than 1% of floor area before doubling, S. 602.7.2) ( See the Washington glazing directory O 12 Documentation insufficient, U- values shall be justified by Mfr, testing report, U. U. U. U. U. U. U. U. U. U. Yes 0 Yes 0 Yes 0 Yes 0 Yes 0 Yes 0 Yes 0 Yes 0 Yes 0 Yes 0 Yes n Untested Glazing (Use only default U-values in Chapter 10, S.502.1.5.1 (4)) Type: No: Area: Type: No: Area: TOTAL GLAZING AREA (Add entire column) — —� U U. MaximuyjnAllowed glazing area(S, 602.8.1) is derived by taking the the total glazing area of n(0 -, G Ft2 and dividing by the total conditioned floor area of 329 4 t' •Ft2: Multiply this number by 100. This value can't exceed the glazin•.percentage for your selected option: 0 s 10% (Option I) 0 s 12% (Option II) s 21% (Options III, IV, V) Os 25% (Option VI) O s 30% (Option VII) ❑ t3 Glazing air ieakage(S. 502.4.2 (c)) measures shall be met as follows : ❑ fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer El 14 Concealed insulation shall be placed: behind shower /tub ID behind partition studs /corner Q is Stand�'rd air leakage (S. 502.4.3) caulking is complete and inst led in the following locations : I� etween Sole plate /subfloors p partition stud penetrations iring /plumbing /duct register penetrations E 1 ght fixture/ flue penetrations rim joists /mud sills (heated lower floors) Q around window and door frames • INSPECTION APPROVED IMPORTANT: Please supply Information In the shaded boxes and check the 21 appropriate circles. Disregard topics that can't describe your buiidIng 0! equIpment. DO NOT place checks In the two left columns. —, :. • • : .: . . . . . . - : . . .: a)Vaporretarde'rs::s0411:be toward the warm surface as represented‘:beloW • - - • - • :: ::.:.:-:.,:::. .: .::::,;:::.-:: ,:::...:::,,..,..:: . .:.: :. . „:::;.::.:,.:::::,:,:::::,..,,,,::: ...:::.. •::::Y,Selebt:ohe..Opplor:llaitS,:and appropriate ceilings: :riate . floors ... ,-.., , . . .. .. .. .. . .. ... . . ,..... floors::::::::::::: ply ...l.L)..1?oly: .waliS peiling.:::::::.,0:1■Ipti:require0:Alete-ventilatiorl• s p a ce ::: '.1 : :: :• • . . ...„.... .. ..: . ......• • • . .:............. „•,..... ' :' : ''0:" . PY . /N! ' •paint i:::.:::: . ..:''. : !'• :: : . 'J'' .. . : ..''''.. 1 .:1 ::: 'H:' 1: : : :' :::: !: : ' , '''':'' ; Of'POP; : st?0 6 0.o4 6 40(i i :b4ts :‘: . ...kie I n cr;: f 10lenc:y:2.nd :sizing requirei :Heat pump::eff iciency shall be rnet.under the tollov,fing'oompiiance path.(S aSplit system', air source : heat pump: FiSPF.2i 6.8, OpP,>::3:0H:1::.: :::;;7 Furnace alto' heat pu.: • • . 0 Sinclepaci.tace ; air source heat pump: HSPF ,..5..6, COP >r3:0:•.: :. ..,..,i: .1 Options m ch ay be ange .: 0 Water SOurce heat pump: COP ..; 3:8 . . . . .1 beiore July 1, 1991 --,.. , J Ground sOUrCe heat pump COP :.,_ 3.0 : ::. ..-: ' .}: / i • . . : iTZ1Central force-air furnace ?.FUE rating, as listed in theGAII,AlbirectorY; shalt be: • . . l.:::: . . ' : : . it . .!...4 / 1. , .76 (Options i, Il. IV, 1 Vil) - ( (Option 111)):: : :: . 0 ..-L.74 (Option iV) I .Z: i ..—, '7)Won-central, combustion heating systems shalishaveiriterrnitent"ignitior Ma):Irn um heating system output (150% of design heat load) : 1644<. :.:61 ' zy-Iigh efficiency forced-air furnace (.-:, 56,000 BTUlnr. outpul)rnay.may exceed 150c/col:pi-it: : • , Gi'-,i./...4. lister AF:11.-: is - 76 ,- 1 per each 5000 BTU/hr output that it exceerib the.DHL. 0 1! --irrrr E;:ie rlo r slab Insulation. if no; locate° on the interior, shall be R-10 (Table 5-1, 6-1). Ointerior below-grade wall Insulation, only if none on the exterior, shall be R-10 (S. 502.1.4.10) WaHs including rim joists, shall bejnsulated without compression to (Table 6 QR-1s batt (Options CII) L R-19 (Option Ill, lV V, Vt, \'ll) . . .................. • 42Sitriteficir.be1dw; re de.*al OR-i5.(Opuons I, II) R-19 (Options Ill, lV V, VI, VII) VauIted ceilings shall be insulated without compression to (Table 6-2) R-30 (Alloptions =ace 5 of 6 g skylight wall Insulation is installed and equivalent to the required wall R-values above. )'/SEC insulation phase requiremen(s: Inspected by ............ .• , Date EnveicVe icors shall be insulated without compression, and with support' s 24". . ! 7 Fri.:: (Options I, II, Ill, IV, V) '' R25 (Options VI, VII) ; ; :•:, : , :2, 1122J Ncn-vet7d., :;.ttic ceilings shall be insulated witnout compression to . (Octiz I. It ill, lf V, VII) (—) R35 (Option VI) . (See Table 6-2 . 1 Door systerns shall meet: n'ciTiJ.40 (All options) i I — Door types are (1; (2) (3) COMPLIANCE REQUIRED T ..A INSPECTION APPROVED 9 IMPORTANT: DDO NOT place checks in the two left columns. MI EC Final phase requirements: inspected by: Exposed foam insulation shall comply as follows (S. 502 t= Protected with metal or plastic flashing, or other suitable material that extends below grade. 0 Insulation is approved for sub - grade, exterior use and properly installed. 0 Alrtlow between fresh air ports and the whole -house fan ensured by undercut doors or grills (S. 302.6.4) I= i 0 as Loosefill insulation OK it (S 502.1.4.5): Dmaximum ceiling slope not > 3 in 12 000" of clear distance from top of bottom chord to underside of roof sheathing at the roof ridge. 0 0 'D6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall D 0 Clearances shall meet listed minimums between insulation and (S.502.1.4.2): ❑ chimney 0 Non -IC rated recessed lights: 1/2" to combustables, 3" to insulation. fJ 0 Att hatch shall be insulated to required ceiling R -value and is weatherstripped (S.502.1.4.4) "7,Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) 0 ai All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). Service hot & cold water piping shall be insulated to R -3(S. 503.11) 0 f 0 Service recirculation hot water piping shall be insulated to Table 5 -12 0 ()Heat pump thermostat shall have progamabie •capability (S. 503.8.3.5) 0 ED Thermostat provided for each HVAC system with range of 55 -75' F.(heating) (S.503.8.1). 0 ()Readily accessible, automatic or Manual means provided to restrict or shut -oft Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). 0 n s4 Co ntrols for backup heat prohibit similtcneous operation of the primary system (S. 503.2.2(2)). a5 Mechanical ventiiaticn system shall have timer, dehumidistat, or switch (S. 302.3.1). Mechanical ventilation ducts shall have insulation z R -4 in unconditioned spaces (S. 302.5) 7:11,fi ;ctrarlice) supply ducts in condltioneC SDECes Shsll hay:: R -L insulation (S. 302.5) JS upply ducts sha! have volume dampers, or the equivalent, to calsne system (S. 503.6). t::' : ; • ',urn ducts s _h, have s. i e 'ione es C /� I E � G:� , return al: �VVt ..SIC ..�0.t�L ..•�J� I �In, i;: U.;. .. l.a'i d S spaces , C. ��.. `.)1::.. 1. �� - supply, ducts . r E, neeuu (Table I i or .r _ f��. 1`�'... plenums. $uj. \', anG re air uC 5 . "1 c.i. have I , aiivn iiabl.. 5-ii, AL Op.i.. n !` IEiec :`tc water heate r!s) shall have S. E.0 ' e: aie pcv, , or Sias shut-oft ` 1 Cat'. i N OA Labte on ton.'. 7.on .: in'pre Bible F: i C' pad (unhealco spa , e C ni ' = Temcerature setting _ - 12Ci F. 1 ' 5 'o, ers cr:d la''atcries s`.ial: liimi'. fi ::v' _ • ;11;,,, , ,'l;;i.. `_.. E `7 ` . immin boo IC E. S 4."1 shall have: / __ D;„ ` ':es ;Li . J!. •L;'F r. y• 'n. . i �.._ 1 ; cove: ._ - I'l S 5 . V.1Li . f :r:ia "�:. _ seal :Ili.'. scum e non combustion air Suppiycuct v;, tignt tilting damper. directly connected to the fire bo': L : - Ti: - )::: f i t t i ' ... , or rll•� t;3! door. . 1 i fuel burning appliance(s) ;&. , En, 11!: h:'.,,,: ' 7._ t,•.'.ir, Viia: c _ ^f'a'tal door: U..... • c :.;in. ntoI al: •ourct Irecii „ .. �.. 1 C CC'I ; ;iE:C1C "• ' me. lire C10T .— i1.7 :n p :i ^r.. Non- uir...ct, diameter, compered. . oombusilon it source.: a!io r I ) for (; i nor u t. �i:: 1'. a% it,; stove ` •t •� n,� - t i- G where , c t nr, r ,r direct h t. .: , ,�� i�l ,«�Itlti•_ ,. i . � -3. �,.'I` n homy v, ltr obstr,,,, io. _ ; ?.ccltuai.. aft_,,, c;�'t�.,,z :st . :u�Ga :"►��.. ,,_. Cen•r i = ' F Radon monitor snail s rpplic•d to me ildinh :c 3 2 ric t c. bu �. Page 6 of 6 - - A u J15 — _ — = -- -- — H4 ___ __ i II — 1 t J3 2 t I r , a Pod NOTE FROM OPERATOR BMC WEST does not guarantee the dimensions, loading, or designing of this floor /roof system or its members. Please check your layout carefully. APPROVED BY: DATE: P VERIFY ALL WALL AND BEAM HEIGHTS OR DROPPED) ALL DIMENSIONS, QUANTITIES, BEARINGS, AND PRODUCTS MUST BE VERIFIED BY THE CUSTOMER PRIOR TO SHIPMENT TJI layout varies from original plan. Please confirm all items on this bid. Ap D Wwsk�k. nms fSTEM imams .72 Pcl .71 Fri Ober exceeds thickness of a port. - Object: Flush Beam l J 11 tt A complete TJ -Xp 35 I I 11 I I J6 J3 113 ranting pl n Framing -Info #6-200- and/orBurlder"s . ACCESSORIES LIST Plot ID Length Bbl Fbl Pc2 Poi Pc3 Pc5 Pc4 Rml Ccl Eb Bk1 Product 1' 1/2" or 5/8" B.cker Blocks 14' 1 1/8" net Filler Blocks 22' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 15' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 10' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 3' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 2' 1 1/4" r. 11 7/8" 1.3£ TimberStrand LSL 59' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL Rim 65' 1 1/4" x 11 7/8" 1.3E TimberStrand LSL Cantilever Closure 12' 8 1/8" 11 7/8" TJI /15DF Blocking Panels 1' 2 1/2" 11 7/8" TJI /1SDF Blocking Panels Unit 0 of Qty Plies 10 1 1 2 1 1 2 1 1 1 56 Net Qty 10 1 1 2 1 1 2 1 1 56 115 1I 19.87" I.I I i i I 11 tt 1 I I H3 J2 t 113 J8 No. J9 BBO 112 6.3 J10 5.61 J 0 DatTI Per"nit I I I I J11 J10 J12 J13 J14 J9 J8 J5 J17 J6 J7 J4 J15 J2 J3 J18 JI J16 J22 J19 J20 J21 142 114 H3 code or ordinates. Rsodipt of c. ...:._ :;r's Hl epprov agalmolled9ed. and J2 FILE COPY Plan C'h_ oIItlSslon3 not authorize the violation c J13 J14 J 4 J8 Plot Guide ID Length Product Plot ID Qty Product Label H1 13 IUT2I1 82 10 IUT211 H3 13 IUT211 H4 3 MIT211.88 -2 H5 1 IUT412 BUILDING DD. /MI.N LEVEL NOTES File Name: 1110GS.JOB Level Name: Main Floor Plot Date: 2/20/97 07:53 Design Date: 2/3/97 13:31 Drawing Scale: 3/16" a 1' Job Status: Foundation 1...Foundation Main Floor Plotted 2/3/97 13:31 NOTE: Level design times indicated above provide assurance for proper level stacking. Upper levels must have earlier design times. Floor Area Loading Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/480 Live Load L/240 Total Load Glued 6 Nailed Decking is Assumed Normal O.C. Spacing • 16 "• Default Wall / Beam Width: 5.5 "` Standard Rim: Rml" Standard Blocking: Bkl" Standard Cantilever Closure: Ccl` Hanger Notes: (1) Indicates non - stocked hanger (5) Backer Blocks Required (6) Filler Blocks Required TJ-Xpert 5.11 (#593) *Unless REOEIVEGise OF TUKWILA APR 241997 PERMIT CENTER CITY OF TUKWILA APPROVED APR 2 5 1997 AS "UiED JOIST AND BEAM LIST 37' 11 7/8" TJI /15DF joist 35' 11 7/8" TJI /15DF joist 34' 11 7/8" TJI /15DF joist 33' 11 7/8" TJI /15DF joist 32' 11 7/9" TJI /15DF joist 25' 11 7/8" TJI /15DF - oist 22' 11 7/8" TJI /15DF joist 21' 11 7/8" TJI /15DF 'oist 21' 11 7/8" TJI /15DF joist 20' 11 7/8" TJI /15DF 'oist 19' 11 7/9" TJI /15DF joist 18' 11 7/8" TJI /15DF joist 18' 11 7/8" TJI /15DF joist 17' 11 7/8" TJI /15DF joist 16' 11 7/8" TJI /15DF Joist 16' 11 7/8" TJI /15DF joist 15' 11 7/8" TJI /15DF joist 15' 11 7/8" TJI /15DF joist 12' 11 7/8" TJI /15DF joist 11' 11 7/8" TJI /15DF oist 9' 11 7/8" TJI /15DF joist 4' 11 7/8" TJI /1SDF oist 23' 1 3/4" x 11 7/8" 1.8E WS Microllam LVL 17' 1 3/4" x 11 7/8" .9E WS Microllam LVL 16' 1 3/4" x 11 7/8" 1.8E WS Microllam LVL 19' 7" x 11 7/8" 2.0E WS Parallam PSL HANGER LIST - Simpson Strong -Tie Hangers Top Nails Face Nails 10 -N10 10 -10D 10 -N10 4 -N10 2 -N10 10 -N10 INC West 3200 35th Ave NE Everett WA 99205 -3212 206 -303 -0661 FAX: 206 - 252 -5309 Unit Qty 1 3 3 1 2 3 5 5 2 1 2 4 2 7 13 1 13 1 2 1 1 1 1 2 -N10 2 -N10 2 -N10 2 -N10 2 -N10 TRUS JOIST MACMILLAN # of Net Plies Qty 1 1 1 1 1 1 1 1 2 1 1 1 2 1 1 2 1 2 2 2 2 2 2 1 2 1 Member Nails Notes RZ. FQAM1ti& ROTE= FFE zA /s CREATED BY JOB COMMENTS HESSELTINE 8070299 GLEN STERLEY SYMBOL LEGEND J TJI Joist Type H Rectangular Product Type = Bearing Wall = Beam ® Column (CEO) H Hanger Type U Hanger Symbol Pc Parallel Closure Type Cc Cantilever Closure Type Bk Blocking Type Eb Extra Blocking (Lineal board length for panels different from the O.C. spacing) Rm Rim Type Point Load Line Load t- Area Load O Detail Callout Label (See TJ -Xpert Framing Information form #6200 and/or Builder's Guide) CD Bearing Width Label Y ► - Joist Layout Symbol 0 Level Warning 1 3 3 1 2 3 5 5 4 1 2 4 4 7 13 2 13 2 4 2 2 2 2 1 2 1 FOR THE TJ -XPERT WARRANTY SEE FORM #6200 AND /OR BUILDER'S GUIDE iniliCpert NOTE FROM OPERATOR BMC WEST does not guarantee the dimensions, loading, or designing of this floor /roof system or its members. Please check your layout carefully. APPROVED BY: DATE: PLEA VERIFY ALL WALL AND BEAM HEIGHTS (F aH OR DROPPED) ALL DIMENSIONS, QUANTITIES, BEARINGS, AND PRODUCTS MUST BE VERIFIED BY THE CUSTOMER PRIOR TO SHIPMENT TJI layout varies from original plan. Please confirm all items on this bid. SYSTEM WARNINGS pAcci J15 2 Pcl J1 J1 J2 J15 - - 22— 7. =_ - — - J3 J16 - 2 Pc1 `✓ Warning: Member exceeds thickness of a parallel support. - Object: Flush Beam (27) • /1, / trogg-e) H4 x -H4 I II J5 I I II I I II _I1 II 16". ' II 1.25 A complete TJ -Xpe raining pl s -Jaist -Matt Ha r__ #6nnn /__ Builder' Guide . ACCESSORIES LIST 35 11 II I I II 11 II II 11 I' I I I I .36 J3 J2 Plot ID Length Bbl 1' Fbl 14' Pc2 22' Poi 15' Pc3 10' Pc5 3' Pc4 2' Rml 59' Col 65' Eb 12' 8 1/8" Bkl 1' 2 1/2" Product 1/2" or 5/8" Backer Blocks 1 1/8" net Filler Blocks 1 1/4" is 11 7/8" 1.3E TimberStrand LSL 1 1/4" is 11 7/8" 1.3E TimberStrand LSL 1 1/4" x 11 7/8" 1.3E TimberStrand LSL 1 1/4" is 11 7/8" I.3E TimberStrand LSL 1 1/4" r. 11 7/8" 1.3E TimberStrand LSL 1 1/4" is 11 7/8" I.3E TimberStrand LSL Rim 1 1/4" is 11 7/8" I.3E TimberStrand LSL Cantilever Closure 11 7/8" TJI /1SDF Blocking Panels 11 7/8" TJI /15DF Blocking Panels Unit 1 of Net Qty Plies Qty 10 1 10 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 2 1 2 1 1 1 1 1 1 1 1 1 56 1 56 19.87" 1 J2" � Q.I I { N ' II J3 BBO H2 39 J21 _ 2_- 6.3 310 15.61 BBO c- : Ran Ch: omission:, c. p.:.. not authorize the violation c copy c J10 Dat { I Per No. code or minima FMosipt of c_. approv ° scbW lliedged. 15.61" J11 11 FILE COPY 31 2 1(p I I II II NII II 11 J13 J14 J14 A3 1.25" Plot ID Length J11 37' J10 35' J12 34' J13 33' J14 32' J9 25' J3 22' J5 21' J17 21' J6 20' J7 19' J4 13' J15 18' J2 17' J3 16' J18 16' J1 15' J16 15' J22 12' J19 11' J20 9' J21 4' 112 23' M4 17' 143 16' MI 19' Plot ID Qty 81 13 H2 10 113 13 H4 3 H5 1 CITY 0 APr APR AS BULL DiNt LEVEL NI File Name: 1110GS.J0B Level Name: Main Floor Plot Date: 2/20/97 07:53 Design Date: 2/3/97 13:31 Drawing Scale: 3/16" - 1 Job Status: Foundation 1...Foundati Hain Floor Plotted 2/3/97 1 NOTE: Level design time provide assurance for p stacking. Upper levels design times. Floor Area Loading Is: 40 psf Live Load 12 psf Dead Load Maximum Joist Deflection: L/430 Live Load L/240 Total Load Glued = Nailed Decking is , Normal 0.C. Spacing - 16 "• Default Wall / Beam Width: Standard Rim: Rml. Standard Blocking: Bkl" Standard Cantilever Closur Hander Notes: (11 Indicates non -stock (5) Backer Blocks Regui (6) Filler Blocks Regui TJ -Xpert 5.11 (1593) "Unless READE1VEise APR 2 4 1997 PERMIT CENTER /64 43 39A /64 43 0..33 3 ec' 67 :.. 39 /3:31 15810? 2 � I� t 1 e z43 1583 — I S S I O 15610_ • a 1 T. j .) G 1 \ j h 1 :I •.• __J L1M1 /t0 N: ' „ 15618 _ `730 40 ? 3JJ 11 4or 1 4o •431 156301 XII 1. 59 154TH. ACC f.5.5 .225 VI v rin hiI 7 .I I I II 4'3,39 4 10 l0 /56TH ST rG ANT ,sr, 69.391 60 1 ho 8439 54.19 r•+ r I M 54 I 51 , 15605 •, ti MRS. H. W. GRAMANN MR5. H. W. GRAMANN • 71.7 I &, 156 15633 a., v • 0 .____- -r o F 1 1 I 1 '- 1 1 rr I 4. :. / °76VTH • .r= te . = .:., 1 1 561 2 • :1 5( � 0 s•,:_ • _ _ = w_- - - _--I QIN 15605 X 46.113 • Tag = D 15634=1o:3 1 a a 34376 /3J 3! ti ISP 4 a REPRODUCTION WHOL E OR PART FOR PERSONAL USE OR .. r•n.l r r' oanulAll'•Cll RY / AW k.- 71 /4 • J� \ 3� V 4CAT 1'• `� 79 ALBERT L^PIT 1 S 2201'G. 1 .. l 5 Y Y!'VPL, HOWARD E. PAR50NS V 1.13A V _Ire tl �rc.s • • 111 .d. . AT '1 r RECEIVED FEB 29199 TUKW I LA PUBLIC WORK,) 1//z/g6dp o ti 48 fl t3 f.G L�J / / 1. ttl _ M 47 346Ac. LS6 .7.S ▪ • ▪ 156Jrs — I } . t} • =i r t; UKW /LA �v� T • I• •1. / r:_ GLENN 1 TRACT E \ '1 MRS. GLENN 11. •i0• 3.6t Ac. o F SIE, KROLL M COMPANY. 1 �► • .•• f"r DVS:1:^ SOIL LOGS 5L-I 0-150 TYPE 3 SAND NO COBBELS SL-2 0'-60' TYPE 3 SAND NO COBBELS SL-3 0'-30' TYPE 3 W/COBBELS TO TILL SL-4 0'-40' TYPE 3 SAND NO COBBELS z L TIT TITLE . BurytitLE FUTURE 5-1ND FILTER AND FLIMF 1000 GAL. CONCR SEPTIC TANK LOT 2, TUKWILA S.F./35-45-5S PARCEL NO. -0043 LEvEL EL E',6 1 ° 64 f - ' 5L-3 5L-4 -0 0 6 RESERVE —c. 4 - • [ r; 4 BEDRM I—IOUSE 30x10' S. 15671-1 ST. SEPTIC DESIGN - GRAVITY D BOX LEvEL. EL ICC U 85 A 9& • SO S2 sa OW DATE J5 1-5-96 CKD DATE t0 • leo FOR: SARGENT CONSTRUCTION BROWS ASSOMATES, lltiat 23341 6E. MAY VALLEY RD. 166ACUAI4, WA. 96021 (206) 392.102 Arit DATE rts 30' iA2/ RECEIVED FEB 2 9 1996 TUKWILA PUBLIC WORKS REV DATE BY 1 , ••:• . - ;',;4*;pt .,„ 1,- ?:.; i;. . !....•:3: e...*.lth,1:.; , •`•t • -: . •. - ..'•; ....,r,..,i/;,...,., :1. ... • : , • . ,, •:v.,...k.,1 , --.... • •, • - • - -,•i: itfifleilii G. .47 - .10,0 9 F • ., , .,..sedii6.6: . 1 .,' Township . I i " I , :..-...• Range: t .•:-.. S613Cil,fikiri ( at: cl-6.1_' S:Li ••• ...:- Lcit: LL:Laii Block I ... .-,!.:, ,. -. •:c.? • • .: ...:,....-. f,.- • _,„. •,, • - - „... - , . . ... .., Prol6ei.:ty:Size:: - Z. rz 7; f.:-..,::-. 0.ft. :f.'...': • : ;: • 'l • t, . .. . ,. ._ ; „ . _ .. . ....,. ... • .... ,., ..., . ..:'" i ii; .; • .. r.'•' '. :';'•; 7 •;, '. ' . ... . ',';'...:',...'-• '...,..' ULI D .•:•:. l';Al I - • •(Y?N)::.;:. '•••• ''' • .:..:. • ..t i ,,;•.- T ;:;:•;:.:'-,,;.;::::!:!.--;"-• .;;V,■.•:-.4:.;1.;:.z.:...1:":"4.,,,;:::. ..!.T.':;.. an.,OrieConnection);;i3,- .',, . ' , ' z 4 :, ,,7...: .!:: : , atei:tiPP'Y A. .v.1-2.2c--'" 1 itvier :r• .q.'% uz (VI'. - " '-.:2:.;; XI ...i:`,-,.`,./ 7%!; fri::::•..f.r::•,;"it - --'2 - ...--`•! ,- "• , '' - . , '...A..tif: - %?,:_t, , i.....::: ...:;':; A: .0blic; ate r.Supply N, am el:',,'- „L' , • t'''‘: i_s_L :1 :1 D # , .-- I l'i vr-C , •".'1'''.:t'e ,d • - :•1':' . ; . : k' ' '.i.r... ..,. , , • .•:„T.r.....,! ..:.i.,..!fi ,1=::! lirtl;T:9' .:-•/..rft.i.•!•;1'; Al•• ';',..'",,.. .. 's , • . - ,..,,..x.: i ,.•,!-. •• .t :: .zi.....ri,.....:: Sedsitive'Area:•iIC__* J .(Y?N).1flye city ,Ir:: • -- •• •:,t ,0) 711 •:• = Wetlands ?: = •'''' '• '.•-:‘,:••:-..,--•-/.:,/....'‘'..--,:- , ..-1•! , ./...r.! 4, ' ...',' ';i '',;'•!•..:' .' - -' • - 1:.:%.- •••).`•.:•';'-',...,".,:*:•:' t- '';':;'••••: '''''''''.. • \\.„.,,,, • • - :r... ,-- ). • / • SYSTEM INFORMATION: ••!.,.-....',...'•.','.:',.:;.:-.:•• ;::.:;', ''.,:;:•:' :.,'.-:.....• .1 . ',.!:.!.; ...:i' .;:.:',:;',- , ...2 ;:....-: ... - :.•';',..e.1:,,:'.:-. : •:: •;: ., ;.,•• ..: .• . ..., • ''.! '!. .. . .. - • • • , . . . , . . , . . , ... . . , New System -7. I . -?C .1- ..I ... f?epair Design 1 I • ,. Detailed Plans sets) [ .YI , (YIN) • • ' M .: F . = Mu 1 M .;=1 CI -:prayity = Mound • .1 ='Holifinb Tent:: Experimental 0 Other Soil Logs Data Attached (Mn 4,1ot) I • '(Y/N): . '1•(.6C) friDra Area i „ , t • • • , • •.:. , • . • ••• , ..; • • .... . Typd ifSysterp t . PD = Pressure Distribution SF = Sand Filter - -HT Dte :/ iitht�Watrtable or' ReSirictie Layer: ,...•.... (450.mini -...! ELC3 cal.......) Texture Type CI -5):.. !•. •... 0ii . ..itdil 'ti; 1 ' ; 1 oi sq' ff:•... ''.• ''...0 :Z ' •:::.; fi rfci te I d Lerigih:../...4,1- 1 .•,:''; ft:' pi 4:)061:,..' -, _:_.‘ 'rieeded - :•ki 0'4 -'" al:•'!=.4`k:Tren Depth'(min/marAt':`: P.( 1 . 11 ' 2..."inches•••;t "' • ' --4 -i-, :!;. ••,,„.i-,.-..„.,i44.):,, 4, tt.kfj i [5'. •,-,••• ,:•••r v,`,.. • ?,...,.).,! t ,,t.i..f....c•t,. ...II 1K , 1'. A . il .... }. :‘ F.''‘,‘,.., "..{ 4 : ts ,.1,;•, i el -, .. • '..q t • 4,4 • t 1 : , .! a.,.....^- ' it • , .. ;,- ••• ,. .,-.4 .' ..ftli1-141/.4.7)..!4rti,t0erd.:Pir,(.111. o,tt.zs,•Ai'itiOtt 0 .,,,..,,,, 0531);(42',■.t;i4::,!177•41.C.,G;4.....:',t4tt'.."tritt.74.11:,...,t,ririfik,:-,:,•,:: ‘1.-, t-,•.;t"AtrAA•p,..z.:.; : ill:4h. i; ;,i...1tit,.,.A v ;!;1': - . ,... - ,: .20 ...,/:,,,, , , i:,:, , r?-0:14 , !.h tvP.P.,4t tit*.it'.,t,V■ "fr* ,- ...-.•,-..-. . — . . . ,•,-,:,-. , . ^ .., 7 ''''';' ,. {; r.“ ' .0:,'.. !' a .7 - . -1.1 :::'''?' ..:...,;'`■—:"... ; • .,. ' :understand that failureld o mpiDNIth deof King County Board of,Healttilitle 1 re tilt in the'disipp"rovalof the se.i7age jsistem being proposed is .,.‘ l'dpPlicaticin.:11010n -e. . ad r..evdc.eidn.3 iI)i' and/orapproOriate le a'clion by the Health Departmen ' '..:-• • - • • • - ••••1 'r ' .'..aP.Ri, t:•••• ) ;-•2:•C : '•,''''''' -4 '' • ' l'It S)•.'1Z.A'1:1.: OIt t.lie) Erat "' I ...V .... j DesIgner's Signature:iAA .,. • .! 4 , ,' •••' , • ...,‘„,i1 -.....,.• 4.:,<.. A..., .:...--: .....• Q - -t . '' • . . .. , • . • ........ .. , ,, ....,,,,,.,..„ —... . . y !..r..,.•:.•:' , . ,,,.. • • `,..s.:,.._, 4...m i gi „vp , ....•.“;:'v 1 ..,,.'.e,T ,) • '.. t., • •,,,,,t,„ml., , ,, , v...,.A`„,•g4,-tn.,z,•-?, , :•:.., :,•■•,,,' ••';'. • IP, '.....1.. t ...7.• .4••;')1.ktc.:.tt .ry!•; • •:,•:.e,...!4V,-.4.. ......7..... ::''';IFOR'.HEALTI-I,DEP,ARTMENT,USE..ONLY4SV,g; (05 fl 2't! ' A , :... •••••. • ■ ._ , i'c'. -1, -'grpi , tyi-v - i•infi.i.- - -'av-i•'•V•••••.4 4 6.iv i . ..;-:,:.c-i.e„ .,,,1, . - 5j tr. e,...:Y .k.i i -,4, Y , ' , .fnOUNTY , CERTIFIED INSTALLER UNLESS ...,.. o .„ ir!. , , ,. z . : , t ,.. ; . .. . ., t.,.. :y . r . .. ' , •••..... . ....... .. •,..:-.•.••••, :, .- - V";.•%. , • . . . • "APPROVED 1 7-" , (77.:/ , ••. , .4.By:: • '' BY CODE,'....'• ,...: • i:05!el'aglk.P4it'ie'7'3 4 ; 1 (cfato);11ii0ii,'N',1 ,, ; ,4k•-:,4-....''. -.•- . ' - - ' ;;co,rA:-,:f.ii ... - ... . t: .noutti.ons:0 m_,,,... v..11.4. 1 f.'.e '.. ..7..i. 4.-,..0.,k, . II:':!t,0:!fr''it,i .',..::z-..,:■ : I t qX i* 4 4•A'''It',4 _ C r:i.,' v.i r i".;,=;.t...1,1::•t;',•..r t • 0 , • fc,',; . - . rtay. tttit.f ID • 'ca NIN 1.te;h45,0••••T.i7r tlfit.'W‘trtto,,Ltzte,a'S.,:r.rt..1`,VriNi442 fr, el., 1 e,'•;',..'? '.'4: '' ' i . ,4 j .t k i 3 Otie..4":1?". 1 . -i•e-' P qAt.' E.4 . ,I . S . ,Q, S rf1;6 SitesS D.,S011.,Y,.15q TJO rto0 pitly.,Tit .4) . . gio,PQAD'-$Ew., f) Fg.f i'$ ,S T T;(6 V Ek 1 ' P P,,§ESs1Q:013iIME '11.i[kIAT! EVEOPMEN , .TS'rOITRAIT c•N'' , • 1 - • • - c.)"...;€:•smF.th:-- . ... • . •:. ". • • : 9 r .• • • ••••/i 54 2rTRr • s ' Istkr! 4; '. . . , • "A' VinttliTaPar ' . ma ULV eprepiil Ilk, ,p.p,Sta 0 /0 • 99,61e, fl QL1.4 P •IGATIQN.1411.)•00AMToNs;curutus.13ta§slovo.BEG " r ,Of' 70. /090 702 //. * / 1� /9- 86 Date Certificate No. Short Plat No. A',' \ I tt4 I o rj • £92 /d u P + i I I ' • �o L 0130 i j d ?.10 519. 9J pia" 0 I t � J.74! 7e /✓.f ,�' y \ Land Surveyor's Cer tificate: This short plat correctly represents a 'survey made by me or under my direction N in conformance with the requirements of appropriate state statute and has bean properly staked in .accordance with the . Tukwila Subdivision Code. CI I Q r r . , 0 Direction: €10 dateeisrhAwl /••• /Vert eri -1 C6 12/ 9. r »/ 7' 4 /1 ,,n.to! Map on File in Vault rF 1,117Lfj 1 LAPP, 3 iJ 193 • CITY Ur TUKWILA PLANNING DEPT. 1fGfva s.� /o "� p/r •�../ See 2x 2 Live sdk. /92/Jz S tamp MJo Scale: /..= 60 RECEIVED FEB 2 91996 TUKWILA PUBLIC WORKS Page of F "�r /dill .►ton 2 A This space reserved for recorder's use LEGAL DESCRIPTION Lot 1 The South 153 Feet of the West half of Tract 26, Sunnydale Gardens, Division No. 1, according to plat recorded in volume 25 of Plats, Page 50, in King County, Washington Lot 2 8607100942 neb jober Name Return to: SHORT PLAT NO. 85-48-SS TUKWILA, WASHINGTON Planning Division Office of Community Development 6230 Southcenter Boulevard Tukwila, .Washington 98188 Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of 19 APPROVAL Chairman, Short Subdivision Commit: West half of Tract 26, Sunnydale Gardens, Division No. 1, EXCEPT the South 153 Feet thereof, according to Plat recorded in volume. 25 of Plats, Page 50 in King County Washington. DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS Day of , 19 ASSESSOR ' :+:41V CITY FEB 2 9 1996 PERMIT MITER CV d C7■ O O_ I` co © 1I•!/' ,4f 70//x90 7402 /fA ;( 0,04. 529. 921 pro" s ?� 7e / 14 Land Surveyor's 2- /.9- 8'6 Date �i�1Ce17 /A i d ?. 20 Certificate No. • 490,g g5 2 /6 ' _ ■ V �/ N499'rr' ' Certificate: • This short plat correctly represents a survey made by me or under my direction in conformance with the requirements of appropriate state statute and has bean properly staked in .accordance with the h. Tukwi.Ia Subdivision Coda. Short Plat .No. . , 4 : . L.) Direction: MUv11sIUl APR 3 0 986 CITY OF TUKWILA PLANNING DEPT. % /9J_ - w /e x 0 x saw/ I . Y '4I-4 p , Sef 21c 2 IiNG sEk. 40 1 /te.,~ riP ii17irrr t7,rrr ~__' di.ted /t, Scale: / 192 Stamp M Jo Page g2/ 9S� 04J. /f A.71o! Map on File in Vault Fir : JTa/1t nv.ir of - CITY oA ruKwILa Department of Community Development RECEIVED Building Division- Permit Center CITY of TuKNIt A 6300 Southcenter Boulevard, Tukwila, WA 98188 MAY 2 1 1997 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: " PLAN CHECK/PERMIT NUMBER: 9( -00 Q PROJECT NAME: 1" \Q' I" l A N WS PROJECT ADDRESS: l L 2- S t G CONTACT PERSON: 1 W\ l PHONE: CO 2) —1 7 O1 (0 ( 3`60) G 3 R_A cr u, PA M.L.E. REVISION SUMMARY: ( 5 /aal�. -.fig SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: BOO V CITY USE ONLY tanning 6 /060 47 eiam ke/t/seto VNntYTN. +a+r �iw, =Tt r1KF!:'C.a !r't- ,!tw ^+7 Jrenxkve PERMIT CENTER Puti11c.W 3/19/96 Design Build Services , Inc. Engineering & Construction Management 28119 -120th St. S.E., Monroe, WA 98272 May 19. 1997 568 -7096 Jim Hesseltine 8525 127th St. S.E. Snohomish, WA 98290 s MAY 23 1997 AS NOFED BUILDING DIVIBIOf'! Phone /Fax: (360) 793 -9659 Pager: (206) 335 -9805 E -Mail: rheide @premiert.net CITY OF TUKWILA APPROVED Subject: Permit B96 -0060 Crane Design Plan B070289 Living Braced Wall Panel Review I have reviewed the approved drawings for the above plan to be built in Tukwila at the living room braced wall panel details over the cantilever, called out as 4/S4 by Crane Design. This detail is over a foundation and does not apply here. Due to the cantilever configuration I checked the actual loading to determine the straps required. The attached engineering shows details of the type and where the straps are required. Since you have run the sheeting continuous over the rim, 2 -12d @ each joist @ the plate to floor connection, all along this, wall including under the windows, is adequate. The sheeting is to be nailed to the rim, trimmers, and header, @ 3" o.c. per detail 2/S4 at the three wall panels only. The remainder of the wall can be at UBC minimums. The standard 2 - 12d nailing requirement of TJI's general notes for nailing @ bearing points is adequate at the cantilever to transfer the shear to the lower wall due to the low amount of load being transferred. No additional details are required. If you have any questions please call at the above numbers. Rick Heide, P.E. President Attachments RECEIVED CITY OF TUKWILA MAY 2 1 1997 PERMIT CENTER • ( ooGo . \\0\\PA-■ • ".• • .' • ' Lei-.4-ece v 14.A_ tzAu I 0 0 . c (A- T-- e 190 2 L4TI4 L 041ka( . — 6 ( )r - t ZA- SS ( 1)t, 1 r.o. EXPIRES (1, CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: Li. -1- -) Li- PLAN CHECK/PERMIT NUMBER: NtA° PROJECT NAME: 1\\A s PROJECT ADDRESS: lH ) 4 1 Y - 2— / 1 CONTACT PERS N 'r'.\ - C'i PHONE: � / • '.J'� , `.% '� REVISION SUMMARY: 4- 77_ \ Qwil 9 --G n-1266(x_ SUBMITTED TO: 4i * ect) RECEIVED CITY OF TUKWILA APR 2 41997 PERMIT CENTER SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY 3/19/96 . ;;; ';',, , Design Build Services , Inc. Engineering & Construction Management 28119 - 120th St. 5.E., Monroe, WA 98272 February 24, 1997 Jim Hesseltine 8525 127th St. S.E. Snohomish, WA 98290 568 -7096 Subject: Crane Design Plan B070289 TJI Layout Review I have reviewed the approved drawings for the above plan to be built in Tukwila. Attached TJI layout w/ the 7x11 7/8" PSL 2.0E © M1 is over designed for the situation so it will be o.k. Bearing required is only 2" where it bears on the mudsill and 2 - 2x6 HF #2's are required for posts at the other end. The rest of the plan is o.k. by inspection and comparison w/ the original plan. If you have any questions please call at the above numbers. Rick Heide, P.E. President Attachments Phone /Fax: (360) 793 -9659 Pager: (206) 335 -9805 E -Mall: rheide®premlerl.net RECEIVED CITY OF TUKWILA APR 2 41997 PERMIT CENTER • � , W W W zxx N N N 41 O O N N a vv CINN NNN roE f ism Ros L0 - - r A.■■ R.sG f e &r Lea f % W l8 - 1 � i Z S h� .40 < Lt. vLci!, 1 6 4 CA- 535yc I��l$ P, 2.0 E o•t. 0 ,,c-Z c;.-ciZ 1 P. 4J 2 -2xlo 4. V C —V Q�t 4oc fi S 'df.41,1 Yct41A!!'rii'4Y•,$: •! 1 ■•-■ C #1L0 A 1?: Q ;/1- „ 7— RECEI Cir TUU APR 2 4 1997 PERMIT CENTER 34441 "00414` rs F't Ati:XC°isK4 3'.M.( 0'.'M•1G.i'5W.41.V .! 1 F��. N: i>'" i." iL '.S'k'T%�x:l"k� ^'_`4:��A�:0,1, cslm o2'^.MI"geillt . ',C :'IVII L'dSDatreieffr80X471.0.1MC1 C Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4031060 By: Rick Heide, P.E. , Design Build Services, Inc. on: 02 -24 -1997 Project: Hessleti - Location: Floor Beam M1 Summary: 5.25 IN x 11.875 IN x 16.5 FT / 2.0E WS Parallam - TRUS JOIST- MACMILLAN Section Adequate By: 46.4% Controlling Factor: Moment of Inertia / Depth Required 10.46 In Deflections: Dead Load: DLO= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: RL= Dead Load: RD= Total Load: RT= Bearing Length Reqd.: BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): 1W1= Side Two: Floor Live Load: LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: 2.0E WS Parallam- TRUS JOIST- MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E= Stress Perpendicular to Grain: Fc perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: • M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Iraq_ 0.20 IN 0.36 IN = U544 0.56 IN = U351 2640 LB 1445 LB 4085 LB 1.20 IN 16.5 FT 0.0 FT 360 240 12 PSF 40 PSF 8.0 FT 0 PSF 0.0 FT 1.00 64 PLF 40 PSF 320 PLF 15 PLF 175 PLF 495 PLF 495 PLF 2900 PSI 290 PSI 2000000 PSI 650 PSI 2903 PSI 290 PSI 16851 FT -LB 3595 LB 69.7 N3 123.3 N3 18.6 N2 62.3 N2 500.5 N4 732.6 N4 tsn.x:rp Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4031060 By: Rick Heide, P.E. , Design Build Services, Inc. on: 02 -24 -1997 Project: Hessleti - Location: Floor Beam M1 Summary: 7.00 IN x 11.875 IN x 16.5 FT / 2.0E WS Parallam - TRUS JOIST- MACMILLAN Section Adequate By: 93.2% Controlling Factor: Moment of Inertia / Depth Required 9.53 In Deflections: Dead Load: DLD= Live Load: LLD= Total Load: TLD= Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Reqd.: Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW1= Side Two: Floor Live Load: LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: 2.0E WS Parallam- TRUS JOIST- MACMILLAN Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc_perp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd =1.00 Cf =1.00 Fv': Fv'= Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: M= Shear (@ d from beam end): V= Comparisons With Required Sections: Section Modulus: Sreq= S= Area: Areq= A= Moment of Inertia: Ireq= C RL= RD= RT= BL= 0.15 IN 0.27 IN = U725 0.43 IN = U464 2640 LB 1487 LB 4127 LB 0.91 IN 16.5 FT 0.0 FT 360 240 12 PSF 40 PSF 8.0 FT 0 PSF 0.0 FT 1.00 64 PLF 40 PSF 320 PLF 20 PLF 180 PLF 500 PLF 500 PLF 2900 PSI 290 PSI 2000000 PSI 650 PSI 2903 PSI 290 PSI 17023 FT -LB 3632 LB 70.4 N3 164.5 N3 18.8 N2 83.1 N2 505.6 N4 976.8 N4 '. fW 5ka if Column[ 94 UBC (91 NDS) I Ver. v4031060 By: Rick Heide, P.E. Design Build Services, Inc. on: 02 -24 -1997 Project: HESSLETI - Location: End of M1 Summary: (2) 1.50 x 5.50 x 8.5 FT 02 - HEM - FIR -Dry Use Section Adequate By: 81.8% • Laminations to be nailed together per National Design Specifications for Wood Construction Section 15.3.3.1 Base Reactions: Live: Dead: Total: Axial Loads: Live Loads: Dead Loads: Total Loads: Column Data: Length: L= 8.5 FT Column End Condition: Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 0.0 FT Maximum Unbraced Length (Y Axis): Ly= 0.0 FT Eccentricity Axis): ex= 0.00 IN Eccentricity (V Axis): ey= 0.00 IN Column Design Stresses: Compressive Stress: Fc= 1250 PSI Modulus of Elasticity: E= 1300000 PSI Bending Stress Axis): Fbx= 850 PSI Bending Stress (V Axis): Fby= 850 PSI Adjusted Properties: Fbx : Fbx'= 1105 PSI Adjustment Factors: Cd =1.00 Cf =1.30 Fby': Fby'= 1271 PSI Adjustment Factors: Cd =1.00 Cf =1.30 Cfu =1.15 Fc'(parailel): Fc'jarl= 1375 PSI Adjustment Factors: Cd =1.00 Cf=1.10 Controlling Direction: (Y Axis) Compressive Stress: • fc= 250 PSI Allowable Compressive Stress: Fc'= 1375 PSI Column Properties: Column Section (X Axis): dx= 5.50 IN Column Section (Y Axis): d = 3.00 IN Area: 16.50 IN2 Section Modulus X Axis): Sx= 15.1 IN3 Section Modulus Axis): Sy= 8.3 IN3 Length Depth Rat o: Lex/dx= 0.0 Ley /dy= .0 Column Bending Calculations: Combined Stress Factor: CSF= 0.18 RL= 2640 LB RD= 1526 LB RT= 4166 LB PL= 2640 LB PD= 1487 LB PT= 4127 LB v.' kk2?tl: t' e+ it3,.+% t. i 'n73:4�t? :;;:Er>'wm:aYc.+rant,v tstv;tarfa^^.04timos..corm'i :c:' " rr ;tliMzratZUR AlkiaY04.111WZMealmr .rMewterwnnes+rrvcrstmeartlft• Pt. C Square Footing Design (94 UBC (91 NDS) j Ver. v4031060 By: Rick Heide, P.E. , Design Build Services, Inc. on: 02 -24 -1997 Project: HESSLETI - Location: End of M1 Summary: Size: 1.5 FT x 1.5 FT x 10.00 IN Reinforcement: #4 BARS (D 6.00 IN O.C. ENV Or (3) #4 BARS ENV Footing Loads: Live Load: PL= 2640 LB Dead Load: PD= 1526 LB Total Load: PT= 4166 LB Ultimate factored load: Pu= 6624 LB Footing Properties: Allowable soil bearing pressure: Qs= 2000 PSF Effective soil bearing pressure: Qe= 1875 PSF Concrete compressive strength: F'c= 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Concrete reinforcement cover: c= 3.00 IN Selected Size: Length: L= 1.5 FT Width: W= 1.5 FT Area: A= 2.25 SF Ultimate bearing pressure: Qu= 2944 PSF Column Base Dimensions: Length: 1= 3.00 IN Width: w= 5.50 IN Footing Size Selection: Required footing area: Areq= 2.22 SF Minimum footing size required: Lreq= 1.49 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Effective steel depth: • d= 6.25 IN Punching Stress Calculations: Critical perimeter: Bo= 42.00 IN Punching shear: Vu1= 4402 LB Punching shear stress: vu1= 20 PSI Allowable punching shear stress: vc1= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 460 LB Beam shear stress: vu2= 5 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= 10351 IN -LB Concrete compressive block depth: a= 0.05 IN Minimum Steel Requirements: Steel required based on moment: As 1 = 0.03 IN2/FT Minimum code required reinforcement: As(2 0.04 IN2/FT Controlling reinforcing steel: As reqd= 0.04 IN2 /FT Selected reinforcement: #4 BARS @ 6.00 IN. O.C. As= 0.39 IN2/FT ■ SUBMITTED TO: )Oh. V Bldg. 13/77 Planning Fire CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 fic\o-A3,(2__ Roc 1 ii 44_15 l;41 a -/$o / / i 60 - E , e RECEIVED CITY OF TUKWILA JAN 1 01997 PERMIT CENTER REVISION SUBMITTAL DATE: ) — I U I PLAN CHECK/PERMIT NUMBER: L ((-' �' C PROJECT NAME: t" \ 1Y\ N `� PROJECT ADDRESS: Li t Li aQ 1 ` 50 CONTACT PERSON: IV _ j IZ PHONE: - \lr - il ; �lri ) ` C k REVISION SUMMARY: i. 11L L kL (s)1. k ivi` A i IO h SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY Public .Works 3/19/96 Design Build Services , Inc. Engineering & Construction .Management 28119 - 120th St. S.E., Monroe, WA 98272 December 24, 1996 Jim Hesseltine 8525 127th St. S.E. Snohomish, WA 98290 568 -7096 Subject: Crane Design Plan B070289 Foundation Review Phone /Fax: (360) 793 -9659 Pager: (206) 335 -9805 E -Mall: rheidegpremiertnet I have reviewed the approved drawings for the above plan to be built in Tukwila. I have added the foundation walls we discussed at the right side of the plan shown on the attached. The original design was for a wall supported at top and bottom spanning as a beam between. This requires considerable support at the top of the wall. Given the configuration of the walls with the many corners, I have redesigned the wall as a horizontal beam spanning between corners for the upper 6' and the lower 2.5' is supported by the slab. This will change the requirements shown on details 1 and 2 on sheet 5/5A to the marked up details attached. No hooks at the bottom are required, nor is increased anchor bolt spacing over minimum UBC requirements (6' o.c.). A column is required at the end of the added wall as shown on the attached. The mudsill can be a 2 x 4 with A35 clips at the floor joist only where shown on the attached plan (end of left wall at cantilever). Wall steel should be centered in the wall except at the right 20' wall. There the horizontals should be 2" from the inside and hooked around the 4 #4 bars at the window. The wall below the window should be at least 3' high and 4' long. If you have any questions please call at the above numbers. ' EXPIRES al% (4% 1 Rick Heide, P.E. President Attachments RECEIVED CITY OF TUKWILA JAN 1 0 1997 PERMIT CENTER c2. V Lo crc, tk ���� .. %o1o2$a tet,y, t) $( o_,moo - fi r# -'— 1p L rQJet. u - 15 ' 76P 111! R' C � \Ww,v`') CITY OF TUKWI1A APPROVED JAN 13 1997 AS NOIED BUILDING DM` ION 6,'S` l.Jt } p,J,J CCtlov'. 0-es - 0 $0 \ 0 (Loci. 2L(\( 13o) 54o -- D. w6 0 co v..6,r - 4 )cm- . (j + r • o f 11'1 � 5 Z .1 l., e U+ 1- : 11 ri) ° ,r °'$1 e 2" -- 5 4 b� r G e µ ,,(Z o C 20' Z-3.,1k cb ` c‘b l - �� /kck B. 1o.4 4 - 4x = 24 - 2 0-65 • =) 2 O., .41 471 -e4-1 Io(S100) = 590 4 Q cucar g;l^; C r wo..,r -a 4 h 0.( e 1 e t o c.. I A ; L am - 4 b-,re (E c. RECEIV v ir- CITY OF T JAN 1 0 o.e 0. KWILA 1997 PERMIT C: NTER l c A1S e tv.e.ft_ot_2 c. t^ %a CA\ BUILDING DIVTBI n CITY OF TURII1A APPROVED JAN 1 3 1997 AS NO1E A1S c� RECEIVED CITY OF TUKWILA JAN 1 01997 PERMIT CENTER Iit( C- o 1,A: l2" o t t •C w�►���, Cow 2`` C t Oo�.�. 2 `-A- 10Gc `�`' Go\-5 • po.■ ;14 elrgereitatir 1 1.6-ky 00 _11.1r N.1v pLek:*1 , Jepisrs PItt\T 1 .....■................, .,.._e......z . 1:p.. p SP , 44) - 2- me,,o c-r se. or RECEIVED CITY OF TUKWILA JAN 1 0 1997 PERMIT CENTER til1ycl2- AI r AIL 5b. of 5 L.�:? Lt RECEIVED CITY OF TUKWILA JAN 1 0 1997 PERMIT CENTER C EXPIRES (Zr I g, g or.c :0 L- 2,cG4 �tirttc+s e /A fra-r etkt. 41/ Ind a 8'l0.e.,., 4 .e i . H C K ',i» pJ An � kb "6. Joy -ter. Ai S K 0>" =1.aole JoPaf Ione. ? 4 w 1 104 .x.11.1. pl..b.rt. 41/ 1 ( '/2 ,clod S . a..10044. c • -0 txr2 aFd v. 6 r IZE6 2 c, 12' 11 -LI1..) 2 -14' ve IIJ4,l1L. bh Pr-air?. (2) .44 i.1-(, BASEMENT WALL DETAIL (JOIST PERP. TO WALL) SCALE: 3/4 " =1' -0" CITY OF TUKWILA APPROVED APR 1 9 1996 AS NOIEu.-�/I BUILDING DIVISION q0 FEB 291966 •n sy.a�_; r.. r. -� .�HTAY :i +F. +N)X., ,.�_.. *,'Ig'G:Y.'.,`•.. "G:.,. i.'r *). ., ......::3Y u rt' U d 4 mdzri LL _. u/ Flew*. rm.,' pJ11Jr1 Ireto/71C11* 0,1 /6 ' —_ ?.t f+- a�fl!•'I'� f ^•Mt 4-I/ Iloai 0J — 1 /4 -t �k�n. _ 4� .. 04.tl1' ,L ril,J . i,-1 1 ( rii J. Ie ''Aettri . 01:ar ``II 0 (ter tgr. A4z. C 12' ub �1oaFS !1 r� 4- D.G. 1J /ItJ4UL r a t-4 tci.1T. t:m I!K tz C 12'o. L. C -1 i z.') A . EMENT,. WALL DETAIL (JST.PARALLEL TO WALL) SCALE: 3/4 " =1' -0" c 4,t.c.c e cef t .2° (A by ;4-4 , Icf Lot..((. dN RECEIVED CITY OF TUKWILA PERMIT CENTER I Vit J , I/l.1' R- �.� 4J/ *,,< tv''4J . Vm'%J,L, JAN 1 0 1997 s Ot- TIME: 8:45 AM DATE: 12 -24 -1996 GENERAL CRITERIA: Beam Concrete Strength Column Concrete Strength Steel Yield Strength Stirrup Yield Strength «, a.w+.aa.:m�.rt.x+-n.tw:nm.rttr� vatT w,lE«h.M77�r Ultimate Dead Load Factor = 1.40. Ultimate Live Load Factor = 1.70 Pattern Live Loads (Y /N) = Y % of Live Load Not Patterned = 100 % Left Span Cantilever (Y /N)= N Right Span Cantilever (Y /N)= N Left Span Fixed (Y /N) = N Right Span Fixed (Y /N) = N SPAN GEOMETRY: Span 1 = 2.50 ksi = 2.50 ksi = 40.0 ksi = 40.0 ksi SLABS Length Depth (in) Stem Width (in) (ft) (overall) Base Root 15.00 8.00 77.00 77.00 Lower Col. Joint Width Depth Height No. (in) (in) (ft) 1 77.00 8.00 2.00 2 77.00 8.00 2.00 P* QB1C - CONCRETE BEAM DESIGN (VER .0) HESSLETINE 15' SECTION COLUMNS /SUPPORTS r:X7h:, fif? • Page 1 of 3 File Name: UNTITLED Design as Bm, Slab, Jst (BSJ)= S Include Beam Weight (Y /N) = N Concrete Weight = 145 pcf Shear Reinf.: Bar Size = #3 No. of Legs =, 2 Conc. Cover to Reinf.: Top = 5.50 in. Bot = 2.00 in. DEFLECTION CONTROL CRITERIA: Compression steel = 0.00 in2 % Live Load to be Sustained = 50 % Long Term Multiplier, "Xi" = 2.00 Upper Col. Width Depth (in) (in) 0.00 0.00 0.00 0.00 Flange (in) Width Thickness 77.00 0.00 Height (ft) 0.00 0.00 > > CITYOP JAN 1 0 1997 PERMIT CENTER 1 . 41. ,, .7 , ixt. , a 0 .. . ,,,,, i4 ,,, , irca. au ra•Aw. ........s raspithearmknet wokONSM ISOmMc dUJAVICWA VI VI=41=4723. A:14 QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE 15' SECTION TIME: 8:45 AM Page 2 of 3 DATE: 12-24-1996 File Name: UNTITLED SPAN LOADS: < UNIFORM LOADS (k/ft) > Span Dead Load Live Load Beam Wt. 1 0.00 0.54 0.00 CONCENTRATED LOADS (kips, kip-ft.) Span Type (P,M) Dead Load Live Load Dist.(ft) < PARTIAL LOADS (k/ft) > Dead Live Distance (ft) Span Start End Start End Start End Distance is measured from the left support. Uniform and partially distributed, loads are positive downward. P = Vert. Load, Down is Positive. M = Moment, Counter-clock, is positive. TIME: 8:45 AM DATE: 12 -24 -1996 BEAM END FORCES: 1 COLUMN JOINT FORCES: e QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE 15' SECTION MAX. Vu STIR. 1 MAX. Mu+ AREA STL. SPAN 1 @ d (k) (in.oc) (ft -k), (in 3.75 none 8.62 0.48 0.00 0.00 0.026 FACTORED MOMENTS REACTIONS JOINT COLUMN ABOVE COLUMN BELOW SERVICE DL SERVICE LL (ft -kip) (ft -kip) (kips) (kips) 1 0.00 -17.20 0.00 4.05 2 0.00 17.20 0.00 4.05 NOTES: Shear force is determined at "d" from face of support. Moments are positive if they cause compression in the top. Deflections are positive DOWN. Sustained load = 100% dead load plus 50% live load. Page 3 of 3 File Name: UNTITLED SUS. + LL MAX. Mu- AREA STL. 1 DEFL. (ft - (in (inches) sruu is irat..';e + =,:i ,rte QB1C - CONCRETE BEAM DESIGN (VER 2.0) --------------------------------------------------------------------- HESSLETINE 15' SECTION STEEL IN CENTER TIME: 9:06 AM DATE: 12 -24 -1996 GENERAL CRITERIA: Beam Concrete Strength Column Concrete Strength Steel Yield Strength Stirrup Yield Strength Ultimate Dead Load Factor = 1.40 Ultimate Live Load Factor = 1.70 Pattern Live Loads (Y /N) = Y % of Live Load Not Patterned = 100 % Left Span Cantilever (Y /N)= N Right Span Cantilever (Y /N)= N Left Span Fixed (Y /N) = N Right Span Fixed (Y /N) = N SPAN GEOMETRY: Span 1 C = 2.50 ksi = 2.50 ksi = 40.0 ksi = 40.0 ksi , SLABS Length Depth (in) Stem Width (in) (ft) (overall) Base Root 15.00 8.00 77.00 77.00 < COLUMNS /SUPPORTS Lower Col. Joint Width Depth Height No. (in) (in) (ft) 1 77.00 8.00 2.00 2 77.00 8.00 2.00 Page 1 of 3 File Name: UNTITLED Design as Bm, Slab, Jst (BSJ)= S Include Beam Weight (Y /N) = N Concrete Weight = 145 pcf Shear Reinf.: Bar Size = #3 No. of Legs = 2 Conc. Cover to Reinf.: Top = 3.75 in. Bot = 3.75 in. DEFLECTION CONTROL CRITERIA: Compression steel = 0.00 in2 % Live Load to be Sustained = 50 % Long Term Multiplier, "Xi" = 2.00 Upper Col. Width Depth (in) (in) 0.00 0.00 0.00 0.00 Flange (in)' Width Thickness 77.00 0.00 Height (ft) 0.00 0.00 > . SPAN LOADS: QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE 15' SECTION STEEL IN CENTER < UNIFORM LOADS (k /ft) > Span Dead Load Live Load Beam Wt. 1 0.00 0.54 0.00 CONCENTRATED LOADS (kips, kip -ft.) Span Type (P,M) Dead Load Live Load < PARTIAL LOADS (k /ft) > Dead Live Distance (ft) Span Start End Start End Start End TIME: 9:06 AM Page 2 of 3 DATE: 12 -24 -1996 File Name: UNTITLED Dist. (ft) Distance is- measured from the left support. Uniform and partially distributed loads are positive downward. P = Vert. Load, Down is Positive. M = Moment, Counter - clock. is positive. : .141.: BEAM END FORCES: 1 COLUMN JOINT FORCES: QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE 15' SECTION STEEL IN CENTER TIME: 9:06 AM Page 3 of 3 DATE: 12-24-1996 File Name: UNTITLED SUS. + LL MAX. Vu STIR. 1 MAX. Mu+ AREA STL. 1 MAX. Mu- AREA STL. DEFL. SPAN @ d (k) (in.oc) (ft (in (ft-k) (in (inches) 3.61 none 8.62 0.69 0.00 0.00 0.026 FACTORED MOMENTS REACTIONS JOINT COLUMN ABOVE COLUMN BELOW SERVICE DL SERVICE LL (ft-kip) (ft-kip) (kips) (kips) 1 0.00 -17.20 0.00 4.05 2 0.00 17.20 0.00 4.05 NOTES: Shear force is determined at "d" from face of support. Moments are positive if they cause compression in the top. Deflections are positive DOWN. Sustained load = 100% dead load plus 50% live load. TIME: 8:47 AM DATE: 12 -24 -1996 GENERAL CRITERIA: Beam Concrete Strength Column Concrete Strength Steel Yield Strength Stirrup Yield Strength Ultimate Dead Load Factor = 1.40 Ultimate Live Load Factor = 1.70 Pattern Live Loads (Y /N) = Y % of Live Load Not Patterned = 100 % Left Span Cantilever (Y /N)= N Right Span Cantilever (Y /N)= N Left Span Fixed (Y /N) = N Right Span Fixed (Y /N) = N SPAN GEOMETRY: Span 1 Joint No. 1 2 Length (ft) 20.00 Depth (in) (overall) 8.00 Lower Col. Width Depth (in) (in) 77.00 8.00 77.00 8.00 = 2.50 ksi = 2.50 ksi = 40.0 ksi = 40.0 ksi QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE 20' SECTION COLUMNS /SUPPORTS Height (ft) 2.00 2.00 Page 1 of 3 File Name: UNTITLED Design as Bm, Slab, Jst (BSJ)= S Include Beam Weight (Y /N) = N Concrete Weight = 145 pcf Shear Reinf.: Bar Size = #3 No. of Legs = 2 Conc. Cover to Reinf.: Top = 5.50 in. Bot = 2.00 in. SLABS Stem Width (in) Base Root 77.00 77.00 Upper Col. Width Depth (in) (in) 0.00 0.00 0.00 0.00 DEFLECTION CONTROL CRITERIA: Compression steel = 0.00 in2 % Live Load to be Sustained = 50 % Long Term Multiplier, "Xi" = 2.00 Flange (in) Width Thickness 77.00 0.00 Height (ft) 0.00 0.00 > > . QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE 20' SECTION UNIFORM LOADS (k/ft) Dead Load Live Load Beam Wt. 0.00 0.54 0.00 < PARTIAL LOADS (k/ft) > Dead Live Distance (ft) Span Start End Start End Start End TIME: 8:47 AM Page 2 of 3 File Name: UNTITLED Distance is measured from the left support. Uniform and partially distributed loads are positive downward. P = Vert. Load, Down is Positive. M = Moment, Counter-clock, is positive. CONCENTRATED LOADS (kips, kip ft.) > Span Type (P,M) Dead Load Live Load Dist.(ft) ...,.. os. a-.,.«...,.,.,„.. ,gry,.,�...sxa, +,wruvw +tsnt•u r. E x1,14 �r57,rg ir-V0. +0 %c7zito r4 ?1,07 w0:4 Z•.- TIME: 8:47 AM DATE: 12 -24 -1996 BEAM END FORCES: sr. MAX. Vu STIR. MAX. Mu+ SPAN © d (k) (in.oc) I (ft -k) 1 COLUMN JOINT FORCES: JOINT 1 2 6.04 none QB1C - CONCRETE BEAM DESIGN (VER 2.0) FACTORED MOMENTS COLUMN ABOVE COLUMN BELOW (ft -kip) (ft -kip) 0.00 0.00 HF. 20' SECTION 15.32 -30.58 30.58 AREA STL. (in "2) 0.87 MAX. Mu- (ft-k) -5.86 REACTIONS SERVICE DL SERVICE LL (kips) (kips) 0.00 0.00 NOTES: Shear force is determined at "d" from face of support. Moments are positive if they cause compression in the top. Deflections are positive DOWN. Sustained load = 100% dead load plus 50% live load. Page 3 of 3 File Name: UNTITLED SUS. + LL AREA STL. DEFL. (in (inches) 0.81 5.40 5.40 0.082 t` TIME: 8:50 AM DATE: 12 -24 -1996 GENERAL CRITERIA: Beam Concrete Strength Column Concrete Strength Steel Yield Strength Stirrup Yield Strength Ultimate Dead Load Factor = 1.40 Ultimate Live Load Factor = 1.70 Pattern Live Loads (Y /N) = Y of Live Load Not Patterned = 100 % Left Span Cantilever (Y /N)= N Right Span Cantilever (Y /N)= N Left Span Fixed (Y /N) = N Right Span Fixed (Y /N) = N SPAN GEOMETRY: Span 1 Joint No. 1 2 Lower Col. Width Depth (in) (in) 77.00 8.00 PINNED SUPPORT T411.1lAAR.gVASabIRIA.d IZ'.Atbli.:i'OX :.tPF: :1K -;itY, 4:;t N:72t IVif.3170'.'k?'"11kVirni'x mereFoneor AinworrmitegO 7 } Y QB 1 C CONCRETE BEAM DESIGN (VEt -- 2.0 ) HESSLETINE 20' SECTION STEEL IN CENTER = 2.50 ksi = 2.50 ksi = 40.0 ksi = 40.0 ksi COLUMNS /SUPPORTS Height (ft) 2.00 Upper Col. Width Depth (in) (in) 0.00 0.00 Page 1 of 3 File Name: UNTITLED Design as Bm, Slab, Jst (BSJ)= S Include Beam Weight (Y /N) = N Concrete Weight = 145 pcf Shear Reinf.: Bar Size = #3 No. of Legs = 2 Conc. Cover to Reinf.: Top = 3.75 in. Bot = 3.75 in. DEFLECTION CONTROL CRITERIA: Compression steel = 0.00 in2 % Live Load to be Sustained = 50 % Long Term Multiplier, "Xi" = 2.00 SLABS Length Depth (in) Stem Width (in) Flange (in) (ft) (overall) Base Root Width Thickness 20.00 8.00 77.00 77.00 77.00 0.00 Height (ft) 0.00 ARM. 0,.+v c 4,..44 M.1.41iwwatv+s 7W AV irZ= A{PVAVi SPAN LOADS: < UNIFORM LOADS (k /f t) > Span Dead Load Live Load Beam Wt. 1 0.00 0.54 0.00 QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE 20' SECTION STEEL IN CENTER TIME: 8:50 AM Page 2 of 3 DATE: 12 -24 -1996 File Name: UNTITLED < CONCENTRATED LOADS (kips, kip -ft.) > Span Type (P,M) Dead Load Live Load Dist.(ft) < PARTIAL LOADS (k /f t) > Dead Live Distance (ft) Span Start End Start End Start End Distance is measured from the left support. Uniform and partially distributed loads are positive downward. P = Vert. Load, Down is Positive. M = Moment, Counter - clock. is positive. . MAX. Mu+ AREA STL. (ft -k) (in 8.20 none 25.83 2.16 FACTORED MOMENTS COLUMN ABOVE COLUMN BELOW (ft -kip) (ft -kip) MAX. Mu- (ft-k) -13.78 1.12 REACTIONS SERVICE DL SERVICE LL (kips) (kips) 0.00 0.00 Page 3 of 3 File Name: UNTITLED SUS. + LL AREA STL. DEFL. (in (inches) 6.75 4.05 NOTES: Shear force is determined at "d" from face of support. Moments are positive if they cause compression in the top. Deflections are positive DOWN. Sustained load = 100% dead load plus 50% live load. 0.170 TIME: 10:22 AM DATE: 12 -24 -1996 GENERAL CRITERIA: Beam Concrete Strength Column Concrete Strength Steel Yield Strength Stirrup Yield Strength Ultimate Dead Load Factor = 1.40 Ultimate Live Load Factor = 1.70 Pattern Live Loads (Y /N) = Y of Live Load Not Patterned = 100 % Left Span Cantilever (Y /N)= N Right Span Cantilever (Y /N)= Y Left Span Fixed (Y /N) = N Right Span Fixed (Y /N) = N SPAN GEOMETRY: Span 1 2 Joint No. 1 2 3 Length (ft) 3.00 5.00 Lower Col Width Depth (in) (in) PINNED SUPPORT PINNED SUPPORT CANTILEVER QBIC - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE END OF WALL STEEL = 2.50 ksi = 2.50 ksi = 40.0 ksi = 40.0 ksi SLABS Depth (in) Stem Width (in) (overall) Base Root 48.00 8.00 8.00 8.00 8.00 8.00 • : COLUMNS /SUPPORTS Height (ft) Page 1 of 3 File Name: UNTITLED Design as Bm, Slab, Jst (BSJ) = S Include Beam Weight (Y /N) = N Concrete Weight = 145 pcf Shear Reinf.: Bar Size = #3 No. of Legs = 2 Conc. Cover to Reinf.: Top = 2.00 in. Bot = 2.00 in. DEFLECTION CONTROL CRITERIA: Compression steel = 0.00 in2 % Live Load to be Sustained = 50 % Long Term Multiplier, "Xi" = 2.00 Flange (in) Width Thickness 32.00 8.00 32.00 0.00 Upper Col. Width Depth Height (in) (in) (ft) > > 240.76a1 rva ( ia .r.:u:,JUtWIIN ,,v07.41, 4.4.V Lh .wi_e „4)!#:=Yi .`VI9VY A'P eke ±L*.Y.!'.RPtM• :bm'ritMILT.1Y refiet, TIME: 10:22 AM DATE: 12 -24 -1996 SPAN LOADS: QB1C - CONCRETE BEAM DESIGN (VER 2.0) HES$LETINE END OF WALL STEEL < UNIFORM LOADS (k /f t) > Span Dead Load Live Load Beam Wt. 1 0.00 0.00 0.00 2 0.00 0.00 0.00 CONCENTRATED LOADS (kips, kip ft.) Span Type (P,M) Dead Load Live Load Dist.(ft) < PARTIAL LOADS (k /f t ) > Dead Live Distance (ft) Span Start End Start End Start End 2 0.00 0.00 1.50 0.00 0.00 5.00 Page 2 of 3 File Name: UNTITLED Distance is measured from the left support. Uniform and partially distributed loads are positive downward. P = Vert. Load, Down is Positive. M = Moment, Counter - clock. is positive. BEAM END FORCES: 1 2 • a. uvw. ...n.onvs.l ,(0.n VVQA WIle lAkng.. :z%i %+77S2'.F ?.".'.'JIT:',.? COLUMN JOINT FORCES: 3.54 none 0.00 5.16 3.00 0.00 QB1C - CONCRETE BEAM DESIGN (VER 2.0) HESSLETINE END OF WALL STEEL TIME: 10:22 AM Page 3 of 3 DATE: 12 -24 -1996 File Name: UNTITLED SUS. + LL MAX. Vu STIR. 1 MAX. Mu+ AREA STL. 1 MAX. Mu- AREA STL. DEFL. SPAN I @ d (k) (in.oc) (ft -k) (in (ft -k) (in 1 (inches) 0.00 0.00 - 10.62 - 10.63 0.08 0.68 FACTORED MOMENTS REACTIONS JOINT COLUMN ABOVE COLUMN BELOW SERVICE DL SERVICE LL (ft -kip) (ft -kip) (kips) (kips) 1 PINNED SUPPORT 0.00 -2.08 2 PINNED SUPPORT 0.00 5.83 3 CANTILEVER 0.00 0.00 NOTES: Shear force is determined at "d" from face of support. Moments are positive if they cause compression in the top. Deflections are positive DOWN. Sustained load = 100% dead load plus 50% live load. -0.000 0.204 . October 24, 1996 Susan McManus 4430 South 156th Street Tukwila, WA 98188 Dear Mrs. McManus: r. City of Tukwila Department of Community Development Steve Lancaster, Director RE: Extension Request for Tukwila Building Permit #B96 -0060 4432 S 156 St A one hundred eighty (180) day extension to the above referenced permit is hereby granted. Please be advised this is the only extension that will be granted for this permit. If substantial work is not started on this project by April 21, 1997, Permit #B96 -0060 will become null and void on that date. If you should have any further questions on this subject please feel free to contact the Permit Center at (206) 431 -3670. Sincerely, erUdif Building Official / slb File: B96 -0060 John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 : CITY OF TUKWILA BUILDING & PLANNING ATTN: MR. DWAYNE GRIFFIN RE: NEW CONSTRUCTION/MCMANUS DEAR MR. GRIFFIN: WE (BRIAN & SUSAN MCMANUS) ARE REQUESTING YOUR PERMISSION FOR A 180 DAY EXTENSION ON OUR BUILDING PERMIT #B96 -0060 WHICH EXPIRES 10/23/96. THERE HAVE BEEN CHANGES IN WHERE THE STRUCTURE WILL BE BUILD FROM THE ORIGINAL PLAN. ALL THIS HAS BEEN RESOLVED AND WE ARE READY TO GO FORWARD WITH CONSTRUCTION. THANK YOU FOR YOUR ASSISTANCE. SI cERELY jOit A SUSAN L. MCMANUS /O- Zs 9(.0 RECEIVED CITY OF TUKWILA OCT 2 3 1996 PERMIT CENTER B4P c'e wot-it REVISION SUMMARY: A— oe'2 <K,= li i CITY OF a UKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 , REVISION SUBMITTAL 9c 4 0 6 p DATE: 9- ( - 9 PLAN CHECWPERMIT NUMBER: PROJECT NAME: /Zl E6r7"., /,o ecrwCe PROJECT ADDRESS: // % S / GG CONTACT PERSON: 6 /f Si¢.P G PHONE: eb 8 Sv �h 7" C•� -,1� Ad e -- S c 7`rs3 a,-) f - S° 7` S (L 1 e / a,eprZ I , e''o ¢4r c 44 0-le /-1 f p 7-6(.44.) p, C--14-- n xJ rj 7& ,4 /L - 7 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: SHEET NUMBER(S) 7 Soar— i� P` ` 1<J Ca■ed ar0,9 S(krazrrA- lo Nu. �PJ RECEIVED CITY OF TUKWILA SEP 1 0 1996 p 'JJMIT CENTER 13ubllc�r'lI�s� 3/19/96 f/3 o)(6 4p.' Dear Sir: City of Tukwila Fire Department Fire Department Review Control #B96 -0060 (512) August '2, 1996 Re: McManus, Brian & Susan - 4432 South 156th Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Tukwila City Ordinance #1741 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all times. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S7S -4404 • Fax (206) S75-4439 • .! Page number 2 Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd '1 .1,1 • John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 • • ..• • • ' • • • REVISION SUBMITTAL DATE: 2 -- -2 —f PROJECT NAME: G r % /Gf .Uc S / e /47[3"1---Gd6 PROJECT ADDRESS: CONTACT PERSON: <Or� <a- ,e6 6P-A--1—PHONE: e- ' S 9 f S� REVISION SUMMARY: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ,44_75 7 &- 4 ,t /71 G7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: /�Cfd--ia /- J �4� 4 z/ s PLAN CHECK/PERMIT NUMBER: /G " a <' D V" .. `.; rep.. �ami° Yy •r',aiY'r.`Yrw?ra °y "•... ;'�; "'y:i� ?;= :!'r;'a , RECEIVED CITY OF TUKWILA JUL 9996 PER IT CENTER TA 51 ((C(, Bldg. SHEET NUMBER(S) 57 e-eA SUBMITTED TO: BO 6 Planning. 14.67 ; ay CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: r) 7 / 9 96 PLAN CHECK/PERMIT NUMBER: ^ '9‘ - a06 PROJECT NAME: / /14, S . / 4 . ) ( A ) PROJECT ADDRESS: CONTACT PERSON: (o AP PHONE: Sc G REVISION SUMMARY: /o2'_.oGfr,e -" o,) ,�,Co7 "Cloud" or highlight all areas of revisions and date revisions. Fire F1tUtivtU CITY OF TUKWILA PERMIT CENTER CITY USE ONLY Public Works .� p 1 2�e Ian --- �-- Pw 3/19/96 Fire Department Review Control #B96 -0060 (510) Lqk Re: McManus, Susan - 44x South 156th Street Dear Sir: City of Tukwila Fire Department March 8, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. 3. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) John W. Rants, Mayor Thomas P. Keefe, Fire Chief 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$.4404 • Fax (206) 5754439 rF Page number 2 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd t City of Tukwila Fire Department 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Your street address must be conspicuously posted on the building and shall be'plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Rre Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 575.4439 . DETACH TO DISPLAY CERTIFICATE / rJ/// J// IJJ el" f///JJ J//// J!/% Jf/ l/ J/JIJ/J/J JJJ/J JJ/J/J JJ IJ J///////IJ J// J// lJI / / / / / /J /I / / / / / / /J / /f / / / / /J /% DEPARTMENT OF LABOR AND INDUSTRIES JFIES hl TJHE PERSON,,NA, ED HEREON IS REGISTERED AS PROVIDED BY LAW AS A r.tl' }v�; ,;� ter' ,�. � ��,� "'� ,y .CYt1't1 . i' �,ts � � j j —t ,. •�• •r.,.. ,, l > i '. S f._r: v . r ° c.4.1 ?. y • �d,'''in. >. Lr.r•.r<.:..11.,�'. t..it'_aaiv' S.I i:.vaa :.(.r i` r,y.- ,, 'i. .., ` _ .� ; .. 3 ry .: ,lTp2h.7?-t x } • Q1ir41i .:., _ . '• _ • • Jk k" : - r . x.: dJs � •, Ertrlr.i Ve � • •� +� 1 ``'� 1 l I:S' , � i ' !:.�•4�'' :j ,� t , •..'14.413� • r y " y . !t , ! 4 r. • 3 }� • . a�� 4q tluti ii r s:.r;; iJK 44titAi to ;•;CCiI+Crl: lifi'i. v'i h � N r. r - /�. �,�- vrr•,t- rr /ii /./ri�r/I! /Jim /r /err / /J� //� rJ// �r// rrir�ir/ �irf��� /J /lrJ,,_rli. /_,I_ /_ iii�Jr!��rr��� /i��rr�iirr /..i SY 1 Z°9 1 1 FILE COPY SEPARATE PERMIT R5QUIRED FOR: grECHANICAL Bi %PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS 1' 1 understand that the Plan Check subject to errors end omissions and appro*:z1 cf plans does not sulltstflo Ito %%loon of any adopted code of oontractor's copy of 1 Pon* No. •0 I d OAKFIN S. 6 M\/rd-Lg=, I Ad' FAH> 12_ NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY CLUDE ADDITIONAL PLAN REVIEW FEES 1° 00 bl LEFT ELEV 1/87 CRANE DESIGN INC. HAS TAKEN EVERY EFFORT TO INSURE TI-IE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS T-4 RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 13 ,r07 s°1° Val `#.1)15E-1) IA 0 /97 4 Foe__ ta t-t3 -.97 tf igC"c1C1 V611* 40 0 Cirf OE TURIIILIk REAR ELEV 1 /8" APR 19 MS BuTu L-NG Di • 2 iijjLijI 'GH I NINeY I 2. ANY ROOF WITHIN l0 NOTE! Contractor to check and verify soil and slope conditions prior to construction. CRANE DESIGN shall be notified of any changes due to conditions on site. I I 6 lz 166 •RIGHT ELEV 1/8" SEISMIC ZONE: 3 WIND SPEED: 80 mph WIND EXPOSURE: B OCCUPANCY: R3/ 11 I .51.11LDER SHALL PROVIDE THREE MONTH ETCIIED I TRACK RADON MONITOR WITH INSTALLATION INSTRUCTIONS AND RADON INFORMATION SIIEETS AT FINAL INSPECTION. 110USE NUMBER OR ADDRESS TO BE POSTED AND PLAINLY VISIBLE FROM STREET FRONTING STRUCTURE FRONT ELEVATION 1/4" FE b 999E . Location Minimum at .25 vt_g Kitchen tan I 100 CFM Bathroom fan( ) 1 50 CFM Laundry fan I 50 CFM 0 50 CFM (1-2 becIrms, Whole house fan- 0 80 crti (5 beam* (choose erre) (r11_1) • 100 CFM (4 bedrms) NOOK M11-1Dcv3 e7E Me-1-1FC 4 ffe-^ v tonoom 61-ILVS MASTER SW E IVI el-k71Q 1P0 1c.H sem LJr. GENERAL NatES: • Jut boadars to beg HOT or 6s6s dint - (24641:44001M Samos otherwise noted. • all orreries I garage warn walla to b. 2.1 studs. • Con=aetor shall cheek and rarity all dlososions print to toontroction. • See S sbenc S-t through S-4 for consc-ncrion & titling apseiileations. *all lawarlor walla over 5'0 refer to rocs 4/S-2. • Oncters downspoots to be presided es • required breads. Double Joist ..der all parillslisi roUt (if aver 3 oa,6'a• that do not steak over walls bal, or special boss) and mil month.= with a 154 at 12 o.e. staggering batsman somber,. • ill bolts mast sarsod,2/4• sin. abase doable or single audwills for and noes. =Clarriarcirri Frarcs" is>crtrebrt ctzcrw, er ctittictirIr ca W 11 i z4414,4_11,,v,, >eV a441) 1.10-0e, 41'01 MAIN] Loon PIANAL4" UN/Id Cr A ' I g s3 LeiP1111St112 Fe ToTts 6t4z,st,e 5Et't 4cz r SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED IN ALL HA1311 ROOMS, ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS. NM WIRED & INTERCONNECTED 1 1 I e" IO CITY OF TUKWILA APPROVED APR 1 9 1996 AS Phi EO BUILDING DIVISION 177, 100 cfm whole house fan with 24 hour tinter switch, hot wire and undercut door for air - Range:4e. 2 9 9 9 € E9 DRW N g LUO %A 1111111111111111•11111111111111111 DATE REV 01 PLAN NUMBER B070289 PAP till III IlL iMME '11111111111111 J i s.aa.; akar 1-- ;Z leroa uHu..N 40 22 LiSL trAopPlzs' --ro 66,}kr '3 (2) id - 6 0c. ed - 4' 0.C. INTO TOP • BOTTOM 3016t 2x soup esLocKes 1 a ler 3-16d MAILED TO FLOOR JOIST IS WORIZ. • IAPI-IRAGM ----- X BLOC25610 OR RIM JOIlet 2x i4AILFR11.1/ 434 (61MP80N) 8 • 32' 0.C. IV/ - id NAILS INTO SOLID eLocicitti F013 TypicAL 81-1EAR WALLS I 110RIZONTAL Tot. mAts DIAPpRAGM NAILING ...CF. PLAI•fr SHEAR WALL OWe'r 16d - 6 O.C. tYP. E4c14 6IDE 812122 MTL st14.Ar au I6 -14d -140.Arreo APouto sLockire./ RIM JOIST led - fi• (Picho JO$et PellenebICULAR t 420111,8014 KULL) 5 -rff- r iowrev-voc,6 4 _1-1 - ALL_ RztZ 7 ir Fr A * -,4Lt- P1-<-17v---50 -07 OE s i2 & 16„1 c2c._ -ALL 1 1-141,v: IlFA Frit- CA-Ct:141--11q d21r Exe_Ek 10- 2'g2to-a- S dec.— E)( LILIEVE maz E , er-Ari wase...0q, WO, Ofx.- G2--1M7 c2 LAI FM 14 - 4 L11542,-, -ra7 FE 2F2 R, " UPPER FLOOR FRAMING 1/4" 3r "1" ," " "ss • ftV 4wrgze\P GENERAL NOTES 4 All headers to be 6o1 6202 or 6x6: Pit! (2 z 6 szudwal2x) Unless otherwise noted. • All exterior A garage we walla to ,,be 2x6 studs. * Contractor shall check And verify All diseneions prior to construction. I:See S sheet 2-i through S-4 for construction a nailing specifications. All interior wails over Pg. refer to core 4/6-2.. Cutters 6 downspouts to be provided as required by code. • Double joist under all paralleling wells (lf over 60 or 6'0 that do nee stack over walls below or special beams) and nail together with a 16d at 12. O.c. staggering between members. • All bolts must extend 2/4" min. Wm.'s double or single madsills for washers And nuts. CITY OF TUKWILA APPROVED APR 1 9 1996 AS NOTED BUILDING DIVISION , l'EB 29 1996 s Per- Ti "cU &- 11lo1-11 2x 2 C;no•o. 4 G *ruby(V -" ot i . UNPIN UNPIN 0`Co t{4NT eleol .• • Tntrt1r4 VJ/ LL A N Ix u�i E �t3cv1; ta" Ccuc. ‘TrAl :/ I2 ")t(cw coi b'rrtr < PLAcre r wit T" fr,5 t^ 1 E - z t- rdk- v' L - c2:4.rrl=T7 A () I.JILL tar rr-r . - ro Ffifa+L f Lower FL_ LEQUNDATION PLAN .1,x.4" E9&coGo 'dote: See sht. S3 -a for numbered referenced 13'o" pET. I or Frig -ro •ply -t•D.IL I .6-1-D i -e-.1-IEe1- 54 of i CITY OF TUKWILA APPROVED APR 1 9 1995 AS NOTED BUILDING DIVIS'ON FEB 2 9 1995 GENERAL NOTES • All headers to be. 6:8. 120, or 6x6, 41or (2 x 6 4tudwalls) On1e.s otherwise dotal. • A11 ...ration E garage ware walli to be 13E6 etude. • contractor skill check end v.rltt all diners /one prior to codetrdctiad. Sae 9 Sheet 9- 1,thron{(h 9 -4 4or toaatruttion . mailing ap.aiiioatlons. • 111 I.ocerior wall. over S'O• r.t.t to note 4/0-1, cdtteri E ownitoati td ba piim:ided id required by coda. • boob'. joist under 111 p16411411nd Salle (It over 6'O' or 6'O• that do we Suck over vine below or ite8161 beads) Add _ nail to4erher with S 164 at 19. d_e. etaggor.o4 between sembera. • 411 bolts lust extend 9/4' n'd, above double or single mudailli for washers' and nuts. BUILDING DIVISION TRUSS NOTES Shall carry manuf. stamp & be installed & braced to manuf. epees. Will not be field altered without prior Buii'ding Dept. approval of engineering calca. Shall have design details & drawings on site for field inspection. Provide screened blocking over supports. Shaded areas = frame over. DATE REV DRW N MR ElF I /L TP-4) 4 5 ems+ EX e cru T L 1c /p - PTE* -6 a TIN C7-L. O 1.40 e ev c-. e ref= 'SOT t.":".: Al L ostFra-IAILs. tv lt6 18Lit I o. IN = peril" r-r. HIp Ile =r - GEPAR 4*1&KE Tc.1- & :i2 aLl� LI2 -b.rERZ Q I3E F � OFZ R-L.1 �o 2. 6. >✓a. -r s --e ROOF PLAN 1/4" txlz 144r1'Ei-S. e Z+ %z e 2Q" a - CITY OF TUKWJIA APPROVED APR 19 1996 AS NOTED 9 1996 _ra•ur CEaiER ATTIC VENTILATION CALCULATIONS NOM c1VE VE."iTil40 TO PROVIDE 4.Zn2 PEA LINEAL FOOT(P..F) -aIDCE VM TO PROV1be OSin2 PEi2 LINEAL FOOT -ROOF JACS3 TO PROVIDE 64i,z e. >ca M1?L .�C 7Ufa2 -acuno GABLE 0+17 vE1471.7 l'O. PROVIDE THE ?cL.CWI m2 ( bttPi.k - IYItl+�Lt3iva PLAN NUMBER 8070289 CITY OF TUKWILA APPROVED APR 1 9 1996 AS NOTED OVEN WALL. 3/8 " I- Y1-117 rI�l � c"rx Mac , roux Zq- �L1 QQ I kJ I VAPGR 136I2R M 3 t4- - iT4 /a F� DllaLt�� b�i4 THE GEii-i Jc IFI AiZEAS ft-4P B( Izorrw -s AI9•IE Hfzi TrLvs�E c-♦Iiz -c *R- TfWss t-x 1 Ke` �TP%1 4 cam' o COOKTOP WALL_ _3/8" SIM( WALL 3/8" R SPACE GL IB [' • G�Ts+.11�a " 14' -Fr s lip pzugt ®.., G \ Z4 ° -c-" CIIILDF�P� Tit 444 ®�� o ✓E-? PF-A-Hg NIP -1 ,, %01...,,,,,, 3615 3030 1E330 N'f5 W - I - � REF WALL _3/8" :i31 fi 'o. i�lll�ii ® ®Il®s - i' f ®I col 1J>vt--I FCa.42 FEB 2 1996 PLAN NUMBER • 8070289 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. G ► 1 M0 - 0060 2 r� Clta� A O " 6'. x441 - 1J/ ICod 4, a -, ti - 1 GIJ b � 'lYl 11 4J1E x-A14 ',J . 1f- a KIK _101.9r rI _eater JOIE for-r- z4 p' r i 'di rLl— I,J/ 1 � ,< 10'' .Jy Lr Im'''p. red ;e,'- r-I ''ii4 .1 f rp1J. lo'', M i Lt' .4-m iI4(r)&. 14.' rd L r vJ lscrL J.lav /,l3z 4-'I+4TCJtxi . Id e c.. IJ /11J .UL. rL'4J {b. ` I �f ee1Ji 1 "IZ 12' o..L. (I IZ) air U IJ- IT 44a l kV IrIer -V- 011J 1 100*4 r - >b . r->r -, ►-r 1 11 t 71 a l t - TTit I e;L 11J r l6. -rle4J S SEMENT WALL DETAIL (JsT.PARALLEL TO WALL) SCALE 3/4 " =1' -0" I 11111 -11111 _ 1 111 =111 1111= 4 D L , jr 161(i 1 I ¢J "(2 Z�t�` Q, ad. 1.A (S-r -r ef-Art. Icod !i NYC bIAPFIIari 1U'( 4E, 4v-1 rem-1Lb +6EFar 3dc'1 1 f E9 �il'I F J L rc a1 -I4-T2 ! . Jo'-sr. r- J !4 1 /PEW p. 6J.1 2x Q9'I r-r Si1 L 'L ar . kJ/ y2" pod.A..iS. 4. I4,0''o.G. x2 • pL4JJ M : • ca J r OCISa.le & 12' L L r1 + D1 �h1611J � ro Iti( tirs�.L-3 r & -RbL saot ?ttor! . • ` ir U 4 ) 12 �G. 7110 . tv' frt r�t ./Gxry -2.` c 2.. L.i.ri r % • t -lo gl"?.A119 nJ�UL. tea'v- (2)44 R BASEMENT WALL DETAIL (JOIST PERP. TO WALL) SCALE 3/4 " =1'-0” CITY OF TUKWILA APPROVED JAN 1 3 1997 AI) NvicU BUILDING Di COPYRIGHT© CITY OF TUKWILA APPROVED APR 1 9 1936 AS NOTED BUILDING DIVISION FEB 291996 4" r..nr.ti ♦sr» .n ,■rerr o_ •v ■w • wm ra mmmmm n n. a tie 4 . ann 040 e•n • 1 1 1 1 1-1 1 1 1 1 1-1 I — I 1 I — I 0 `L o DATE REV DRWN SHEET 5 op 5A PLAN NUMBER 1 1 CRANE OEI1ON, NO. PEBENVES ALL LEGAL MOWS To MATERIAL MIIJ. -/T IH6 I 40 " Ap . RATED 'yHFA I6d • 12' OC. IOd • 6'- O.C. MAX EEd 6 ' OC. EACH 4' PEW. DRN. TILE - ,.SET IN GRAVEL: GRADE IF STEM I FTG. NOT MONOLITHIC 3' USE '4. DIA (yERTJ REBAR • I(4 OC. G. LIN 3. STAIfz. SECTION 59 , T IS - SUBJECT TO CRU•NAL PROSECUTION. RIM JOIST 314' T(G PLY. 54T. OR 0AB. R -19 BATT N5. FLOOR JOIST PER PLAN 2xli P.r MUD SILL AIM- four s0i FACTl 12' Or W L 4' MIL VISOUEEN (BI�GJC) VAPOR BARRIER 12' CLEAR BEAM TO EARTH W CLEAR BOTTOM CF JOIST TO EARTH TYP. ONE STORY FOUNDATION@ 2.6 STUDS .24 oc. 16d • 8' OC. IDd • 4' OC. 312/345 Ed • 4'0.C. MAX WERE BRICK 1/2 DIA x 10' AB. • 4' vEN. - PROVIDE MAX OC. I WITHIN 12' OF 4' LIP 6' WIDER CORNER 11' MIN. EMBEDMENT JOIST GRADE 2 - '4 CONT. REBAR •4 CqNT. REBAR • 10 OC. (VERTJ 4' bl2e.lU'� HANJ W14 1, IL5. S4cULD NOT, FZa15 .T 1'IORE. 114N -I 3 p1ro THE REd4111�eI STAIR. .44,.'�q� LD PANE. A SPACE OF_rJOT LESS TfUW We BE T leEH THE. WAU.. lOA 4 D A IL-- SEGTIGLJ IA271'e ICAOLP -4 GUF RazT'IOI•I OF N.WDZAILS SHOULD Nor OG LE+ss TAI•I . . IN GR6>S- LTiG -WL De-1814510.1 - SEGT� IGeile.9 Jvlb�AIIt9. ' - 5-'U1 fJ Owe. TINIER. el4C5 RVTUWdED OR. TEI -Th4A E. F> OR S'.PE7`(. - SEGTIOti! IG1XO. I 6LGL:kII.1 . • Ii VIDE. FIRE ®I.GL'41 '4 4 coH4.6.4.LEDSPAC.FJ_'}ET'.4E& .STAIR °..f 5I4G.ERS - 11-IS RUN. OF 5T IF The. .JA-U. U THE •7 iV FLOOR k LI NE UIJFIIJISNCD. TYP. TWO STORY FOUNDATION O FLOOR JOIST DBL. JOIST LEDGER RI'1 JOIST 3/4• TAG PLY. BHT- OR OJB_ R -19 INS. FLOOR JOIST PER PLAN 5/8' DIA. It 10' AB.• 4' MAX OD. A WITHIN 12' OF CORNER tNO I'1/.1. -(FJ' GT -EIJj 2•6' PT. MIDSILL (1 •4- GO4r FOR EAR OF NALL: MIL VISQJEEN (lLek ) VAPOR BARRIER 2 - 4 CONT. REBAR FLOOR 4D1ST PER PLAN ATTIC INSULATION R -35 ELEC. RESIST. R -30 GAS (THERMAX NSW_ WV ECUIV. R -VALUE TO BE USED N ATTICS IWERE' CLEARANCE NOT AVAIL. FOR BATTJ 1/2' GUM (TYPJ MIL • "/IS2 ' TI(e IIImEJZ- LAYME4T, UN.a - GLUE • NAILING -- (IOD • 6' OC. EDGES BLOCKNG.,ja' OC. FIELD - TYPJ ID. 32/16 R -19 BAIT INS. W/ v/3. TYP. WALL SECTION® 3' TYP. GARAGE FOUNDATION ATTIC VEWTRATAON MO OR 1/300 CF SPACE - SEE PLAINS FOR ROOFING CC*IST. SEE FRAMING PLAl.l I•YilJF enV F P4 MWe ,w .y A Cr - AT � FA�NEA. END z1' t+ At.P FsNJE L.lJJ LTAiL.FJ7 DJ G GI PERI N• AIL Mar" A.EOVS - TYPIl41- O. rGJ'+M AIM 8 4TIB e5eihce. Tb EmTaiiJD t 12 AEAq . o4i1JLAT 1CF s!t-r g J N2 5 FIUR¢1G•>uE TTe 2 6' oc. OR 141 C 4 AG. -T'Ir UI O. 2x DWG 51O7:8 W/5a25:0I- Tat WAIL. W/ IUd eA• SOD TIZU56 O• R I. COLIC 20W OF FaP 51IEATUIIJO' I.WLWv A & O OG. I4A . 1x8 R5. CEDAR PASCLA 1 1W CONT. no_ GUT(ER DBL. TOP PLATE 145.A 7EM- F1EFR 1 LA.iJ II II IDO4J -rem F ! EXT. WART WALLS - 2•6 STUDS 44° OC. OVEr2 R -69 BATT INS. W( VAPOR BARRIER 1.1/ Mg /AC AEA RATF� V4EAT14WC' ( IP.44 Far . I14IUl R 51DII•lO')- ItJS*PUL DUILI f'/LFSM 02 FEtr BETLEELI 54011.10* C WALL 51?CATiLl16- TrPIGAL ALL Ex Ex-Mom l4=+4LS 2x char t-1 FLATS 2,c lZW 1 -1GTST 2.4 STUDS •16' Off` 2.4' P.T. MIJDSILL WV 1/2' DIA. x I0' AB. 4 o'�'G1: .'1 ° F 1 e :ON: E6! 4' CONC. SLAB OVER 4 GRAVEL FILL Wy of/J- IM-1g -- i IV/W r lu U RG• ('n -* 4 (oar. °•-.le.wz DOOR FRONTS WITH NOT LESS THAN M5/8 x 10' AB. PLATES • 9-EAR WALL OVER 2' WIDE P1 2,e SILL_ 5F _jai R7i2 i-01.Jti ro,I NOTES: L 4.LL. EXTERIOYZ WAU_S To EE GOtix P/S�D P 8 . -2,2c - u i 014E LL" I F 5PEGIFII D FuRTFieiz 2. INTERIOR WALLS TO BE 2.4 CONSTRUCTION TYPICAL EXCEPT • PLUMBING I GARAGE SEPARATION orAGE.. TYP. BASEMENT SLAB 3a STEM WALL GRAD 0 I6' to t 9@. r,R . J40Il0E 10LI5 PCR JJJJ COT1rAOTED ri.L W/ - W2.1 x 6121 W.1.1r1• -III ALA'D 2 (R 4} MI4W.(EMPJOED NrL.151YT ') 6)- *4 1LE8AR-Ilom2ci•YTAI_ 4 4 . b6 G Il QG. ( 7 ) ' Reea 4Z - c a.lf iktatl , 2.6" P.T. MUDSILL W/ 5/9" DIA.. 10" AB. • 4' -0" OC. O) -•4 CO EAGN THEFT BREAK 4" CONC. SLAB OVER 4" GRAVEL FILL N /((x(A- 1,12.1x 142.1 14.14.M. II: DAD \_R40 RIGID INS. • PERIMETER ▪ V212T 6 CoOrtig 0 5 2 •4 CONT. rVED APR I 9 1996 AS Ku iFu TYP. BASEMENT SLAB B G DIVISION GRADE CONC. PIER -PER PLAN (o MIL VISOUEEN {2 - Iq la.arr I � UATOIJ L o2 I�48UL. SUUPPPORT PER PLAN- UDE 1-101212. AZ Br -1.7b 8M. '-�Otr-'�uLE. 2.6' CLEAT (EA. SIDE) OR SIMPSON MIL TIE (PC TYPE) 4.6 SUPPORT POST FIZESSJRE 1i EM F.0 cR EIE'/TED MIlL 8' A54. EA4s(} '30 FELT 12 DIA-, FT RI.I O2 P8' TYr'. POST 4 BEAM DETAILo ... COPVRI0N1E CRANE DESIGN, INC. RESERVES AU. LEGAL RIGHTS TO MATERIAL ON TIES MEET -- SUBJECT TO CRIMINAL PROSECUTION. Z r (2) CENTEX JOINTS NAIL RILL 2.6 STUDS • 15' O.C. A35 CLIP e .- i i"PIGAL ' IZIP'1 OR FOUIJDATICA4 ETAIL 'A' I-I (MAT VARY - SEE PLANS) O FOUNDATION /.RETAINING WALL DS' TO 4'-O' 141614 IL PONY I UILL) coWnNUOUS N . R OR 9 (123(D ) ..1011.11 - (READER. k J [OWliE floH BEE PL^J.I FOR sizE. MINIMUM ' /Ito' RA.TFD 4� . ( ) i 8 o c . e U SLCLI 4 ED 2xCD S'Q,I . PLATE WAILEt, I (Pd e 1- Oc.. 51 ' RRo M� Lf APA RZATT%D SHEA:1IIl 5' U,J.O. 1 .' PELT 02 SIM. APF1S ED VAPOR 1 a021EJ2 OVER. 2xU''gTJD WALL SOLE PLATE NAILED W/ I6d • 8' O.0 - STAGGERED, PROVIDE BLOCKING • RIM JOIST RIM I FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER 8d • 4 CO. • SOLE PLATE, RIM JOIST I TOP PLATE DEL TOP PLATES 2.6 STUD WALL BATT INSULATION (TTP.) 5/8' x A.B. • 36' CO. 2.6 P.T. Dl'. MUDSILL 8d • 8' O.C. REBATZ CO$.IT: NO12IZ. i doe.. V ERY But ac-. W/ALT5121141TE 11Wo1G 2x0; Fulme.D W/LLL 14/ R-14 IIJBULAna1 4" co1.I6. I4/ (.4x GI - W2.1 it W2.1 W.W.M. 014 4 &RAVEL. PILL THERMAL BREAK R -10 RIGID INSULATION 2 - •4 01A. CCNT. 3 UP - 3 IN - ' _ (2)g4 NOTE: hIL E A.OePILL- E J EXTERI LL Or EXceE0 A NE18 T T'F1NJ rI a,hR MP LE i ElJ WALL GGT I pEOVID r› 1 II I = 11 ..... *Mg ()GRADE BEAM AT GARAGE CPZI PFL..Efi NAILED 5NUG" UP TD R r W /I(P4 5 1- 7 p CLFQi IT prole. 5/8' DI.4 x 10' BOLT -U 36' 0.C. W/ 2x4 PT. MUDSILL GAICAGE: IOTCEZ mom= I Ter OF Mil WALL 6Ef 8'x8 SNICK eoPE. coNTltll)oLls rolonf -- I 11 = 1111 = 't " P` =1111_ CGN17FUlA1'� ro:m le 6XMI.I ooLir 3°10. ON- SEARING SHEAR WALL FIG. 5/8' DIA. x I0' 1x6 STUDS • IS' CC. • 3 STORY. A.B. • 48' O.C. 2x • I 1 2 STORY -.3 STORY (W -IERE PLYWOOD- ,,,rrr ---4' CONC. SLAB-OVER k USE 5/8' DIA.. 10' { GRAVEL FILL 1 4 BOLT • 32' OL. / x W2.l W.W M. M SLAPS ITIMIUMINEMPIE W/ 2.4 P.T. MIJDSILL) ca 6'MIL VISCUEEN W/ r SAND OVER • LIVING: AREAS 2 4 DIA. 3' UP t I. ' —1 2 OR 3' DOWN O NTERIOR BEARING WALL ON SLAB E MI ■ 1 MI Pr ©TYP. BRICK COLUMN AT ENTRY I' AIR SPA ''E (25) NON- CORROSIVE METAL WALL TIES 5P/'cED As Nor TO . 541r r Far mom THAN 2 SP.FT OF AREA 14.11 y 2 L 'corAFOTI - I - ro IJIZ,G. EG. 1403 WOOD JOIST SYSTEM CRAWL SPACE OR BASEMENT PL IJS MINIMUI 4!s e2)- TI Sc ` � a /.4.T'ERJ-ATE. HOOKS. —SOLID GROUTED CORE 4' x 8' x 2' BRICK 31 co.. WIRE. nes I CO e_ T F S F g I4 OF 1 PER 12' OF pMEFlslow oz. SA,04 DIRRCTIOI4 I. I2 WOOD STUD FRAME WALL SHEATHING ECTION f l WITH TRIM C III CAULK Il " TO 19 FLASHING 3/8' DIA. WEEP HOLES 2' (1215) C.C. 5 MIIJIIIUM 3 MINIMUM FANS Pr COxU� FDSr W/ ETAL TIES TO„ °OI.1 RI' e VEJ2rcAL... CITY OF TUMALA APPROVED APR 1 9 1995 AS N-IEU BUILD ;NG DIVISION COPYRIGHTS F .0 /' ``I IT C2 !-J_I 1.1 -1 1 1 1 I I -1 1 -I I N N CRANE DESIGN, INC. RESERVES AU. LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUEIECT TO CR1uINAI. PROSECUT)ON. GENERAL NOTES I. CRAWL. SPACE VENTILATION, MINIPUT NET AREA, I SQ FT. FOR EACH ISO SO. FT, CF FLOOR AREA OPENINGS TO BE PLACED AS CLOSE TO COMERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. UDC SEC. 231 7. CRAWL SPACE, INODSTRICTED ACCESS. MN. 16'x24 SEC. 231 - 1. - 3. ATTIC VENTILATION, IASO OF ATTIC AREA OR 11300 IF 1/2 IS N SOFFIT AND 1/2 IS 3 ABOVE PLATE LINE. UBC SEC. )90x-4.'7 A. ATTIC ACCESS MN. 22'x30' WITH MIN. 30' HEADROOM, UNCBSTRUCTED. READILY ACCESSIBLE OPENING. SEC.IGC .1 UBC. S. IN R00115 NOT PROVIDED WITH AN OPERABLE UANDOW OF IS SOFT. CR GREATER. A MECHANICAL VENTILATION SYSTEM, CAPABLE CF PROVIDING S AIR CHANGES PER HOUR SHALL DE PROVIDED. SEC. I.J0S UDC. 6. VENT DRIER BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MN, I HR. TAPED AND FINISHED. SECTION. 302. AND TABLE 3-D UBC. GARAGE AND BASEMENT SUPPORTS TO DE 1 HR. (5 /S' TYPE 'X' OR EQUAL GIG. D). 8. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH STATER RESISTANT BACKING. S. EGRESS IN EVERY SLEEPING RODS SHALL HAVE A MINW'IIt' NET CLEAR OPENING CF 5,1 SG FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 74• MN. NET CLEAR OPENING WIDTH DIMENSION CF 20'. BOTTOM CF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR. 10, FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER �il•B,AND LOCAL BUILDING DEPT. ALSO REDAR AS PER SEC. •102 II. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST 16" FROM THE FRONT CF, AND AT LEAST 6' BEYOND, EACH SIDE CF THE FIRE PLACE OPENING. WHERE THE FIREPLACE CPRIING IS 6 SC. FT OR LARGER THE HEARTH EXTENSION SMALL EXTEND AT LEAST 20' IN FRONT CF. AND AT LEAST IT' BEYOND, EACH SIDE CF THE FIREPLACE OPENING. CONC. CR M.ASONRT MUST NOT SE SUPPORTED ON WOOD FRAMING. 12. APPLICATION AND. INSTALLATION CF INSULATION AND VAPCQ BARR'E 9 SHALL C.. -" NTH THE 199.E STATE CF WASHINGTON ENERGY CODE. 13, GLAZING IN COMPLIANCE WITH SEC.2400 UBC STANDARD NO.24.2 AND WASHF. TON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 240(., UDC. 14, GLAZING IN LOCATION SUBJECT TO HAJMAN RTPACT SUCH AS GLASS ON DOORS. GLAZING WITHIN 12' ON EITHER SIDE OF A DOOR OPENING. GLAZING CLOSER THAN IS' TO A FLOOR SHOWER DOORS. AND TUB ENCLOSURES SHALL BE :Arlie., , TEMPERED GLA S, LAMINATED SAFETY GLASS CR,SHATTER RESISTANT PLASTIC,.,•• 0,60 ..CIA F.4-EW 6..-z, IBS NIG HET. 15. SLIDING GLASS DOORS TO BE SAFETY GLAZING. LAMINATED. OR TEMPERED GLASS. 14. S -IONER ENCLOSURES SHALL DE APPROVED SIRE REINFORCED, TE*IPEPED OR LAMIFATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. SEC. 24GDUBC. TI. GLAZING WITHIN 1 8' O. FLOOR AND GREATER THAN IN LEAST DIMENSION SHALL C•"PLT WITH IMPACT LOADS. SEE PLANS. SEC.9.4Oln AND UBC STANDAQD24A ' _O - D ALSO • PUBL•C STAIRS). IS. ALL EXTERIOR WALL GLAZING `HALL BE DO -BCE GLAZED AND 'WITH THE vrI4 WASHINGTON STATE ENE.GT CODE. IS. TREATED WOOD / WEATHER PER UBC SEC. - 2311 , UBC STANDARD 2'S 2D. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS CF THE SO.L. NCR DOES THIS OFFICE VERIFY THE - ACCURACY OF THE ENGINEERING DATA SUPPLIED BY CtHFRS. WHERE SOIL APPEARS TO BE CF POOR OUALITT, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERT EFFORT TO ENSURE TUE ACCURACY OF THE ATTACHED DRAWINGS. HOWEVER IT IS THE RESPONSIBILITY CF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS. 21. THE ATTACHED PLANS ARE THE PROPERTY CE CRANE DESIGN, INC. ANY REPRODUCTION CF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER CF THESE DRAWINGS MUST PAT A FEE FOR THE USE CF THE MATERIAL THERIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENERGY NOTES: ENERGY NOTES PER 199AWASHINGTON STATE ENERGY CODE, PROVIDE AND MINIPIUM ADDED INSULATION LEVEL CF R -38 CEILINGS WITH ELECTRIC RESISTANCE HEAT R -30 CEILINGS WITH GAS HEAT R -30 VAULTED CEILINGS R -19 WALLS R -19 FLOORS OVER UNHEATED SPACES R -10 AT SLAB PERIMETER INSTALLED HORIZONTALLY 24 UNDER SLAB. WHEN CONCRETE FLOORS ARE WITHIN 12' CF GRADE. ALL GLAZING SHALL BE DUAL GLAZING AND SQ. FT. CF GLAZING SHALL NOT EXCEED 21% CF GROSS FLOOR AREA FOR GAS I HEAT PUMP - 15% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR W£ATHERSTRS'C °_D AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED b MIL VISOUEEN GROUND COVER, LAPPED T -O' AT JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). HVAC EQUIPMENT SHALL BE SIZED NO GREATER THAN 125% OF DESIGN LOAD AND A MINIMUM RATED OUTPUT CF 15%. THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN CNE ROOM SHALL HAVE A HEIGHT SETBACK. FIREPLACES SHALL BE PROVIDED WITH, A. TIGHTLY FITTING FLUE DAMPERS. B. READILY ACCESIBLE MANUAL OR AUTO CONTROLS. SHOWERS SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX CF 3 GPM PER SHOWER HEAD. F WATER HEATERS ARE REQUIRED TO SE LABELED AS COMPLYING W/ NAECA sal ELECTRIC WATER HEATERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO SE INSTALLED CN AN INCOMPRESSIBLE INSULATION (R -I0 MIN.). STRUCTURAL NOTES: I. DESIGN LOADS A B. C. D. E. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXWITILE 45 PSF) FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) SEISMIC ZONE 3, V•0J4W WIND LOAD 22 PSF SOIL BEARING CAPACITY 2000 PS= ASS 'ED. SOIL REPORT REO'D 04 ANY QUESTIONABLE SOIL. 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF (NDISTURTED CWT. D. POUR FOUNDATIONS ONLY ON INDISTU PSED SOIL, (SERIF") C. UNDER FLOOR SLABS COMPACT FILL TO 95% TMMO. 3. CONCRETE A FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (2500 P513 ATAXIMUM WATER TO CEMENT RATIO. 3 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6.344 GALLON& WATER PER 54 LB. SACK CF CEMENT- 2500 PSI ASSIEIED COPIPRESA.E STRENGTH AT 38 OATS. % SACK M1/4/CU. TO. B. MINIMUM COVERAGE CF STEEL Y BOTTOM, 2' SIDES. I412' WALLS. FOR SOUL, SEE CODE WHERE SOIL N0 PROBLEM. C.. EcxA'.H_E.IE F IIo P••E'SW.C, MIS, 35 ca uO ITFnI. 4, REINFORCING STEEL A ALL REINFORCING STEEL SHALL BE DEFOR -ED, INTERMEDIATE GRADE. BILLET STEEL - ASTM A615 -17 GRADE A0, NEW, CLEAN AND FREE OF DIRT. B. SPLICES. WHERE LOCATED AND APPROVED SHALL BE A MNF'L - CE IT INr a.ES (2500 PSI) OR 30 BAR DIAMETER (CONC. • 2000 PSI A0 DIA) C. ALL RERPORCPG SHALL BE TIGHTLY TIED AND SUPPORTED DOING CC'+9TRICTI•c D_ WELDED WIRE MESH SHALL BE ASTM - 4185. 5. WOOD A PER UTIC SEC.2 »4 B. 4. - REFER '1'O TABLE 23 -1 -A -I (1994 UBC) C. (G' - REFER 'I'D 'TABLE 23 -I -A -4 (1994 UBC) O, ISBLEJ` @43.1-C-IPART A 94UDC UBE 248.V2, V3 CR EQUAL (VISUALLY GRADE WESTERNS SPEC-TESL I-b•740C' ML R...153 CR 16S PSI UM EXTERIOR GLUE OR IF SHEAR TYPE BEAMS (SHORT SPAN HEAVY LOAD) MAY USE 20P -V3 OR EQUAL 8,•2000 PSI, Fv.I63 PSI. E. SEE PLANS FOR PLYWOOD. 6. STRUCTURAL STEEL ALL STRJCIUQAL STEEL SHALL BE A5TM. A36. NEW CLEAN AND FREE CF RUST. PIPE CCU. SHALL BE ASTM 453. GRADE B CR ASOL. 436 STEEL. (ALSO) STR:CTU'RAL •QA'M:NG A. "542150 TO BE IN CCr,PLIANCE -ZIITH USC SEC.IUIOSEC 2303.2'32 B_ PROVIDE NAILING N ACCORDANCE 'WITH UBC SCHEDULE 23 - - CIOJEI STR)CTURAL ENG. SPECS TAKE PRECEDENCE OVER PIN. N6UUNG SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARWUC PARTITIONS. (ALSO COMPLY WITH SECT. 1130(...1 S- 232•,6 - D. PROVIDE BRIDGING OR BLOCKS* AT MID OF AU. SPANS OVER 8 FEET. E. USE APPROVED JOIST MANGERS WHERE REQUIRED. BRIDGING IF CEILING INFN(SHED, F. ROOF TRUSSES. SIZES TO BE VERIFIED. DETAILED AND FABRICATED BY TRUSS ' M41EFACT, R INSTALLATION AND BRIDGING SMALL BE PER MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAIIFED BY WIC, SPA STATE PE. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES IIJ' TH EA LDING MAT. I TO ADEOJATELY BRACE TRUSSES. B. STUD WALLS A. USE 2,6 STUDS AT 16' OL, PER UBC IcA10, 2303, •32(0 B. DOUBLE TOP PLATES SHALL DAVE JOINTS STAGGERED NOT LESS THAN • FEET. MN. NAILING OF S -I6d • 45' MN. LAPS • EACH SIDE CF JOINT W41611 • 12' O BETUEEN PLATES FOR EXT. I INT. LONG WALL (2 13 STOAT BLD61 I. ROOFING A. APPLY ROOFING IN ACCORDANCE WITH UBC SE0.1r- -03 B. PROVIDE ATTIC VENTILATION AS INDICATED ON ROCS FRA ..I•G PLANS, I SECT. I"SOS SHEAR WALL SO-IEDULE: /NOTES I - l0) WALL SHE ATI G AND NAILING TYPE D APA RATED SHEATHING, BLOCKED AT ALL EDGES_ © APA RATED SHEATHING. BLOCKED AT ALL EDGES. NAILING - Ed COMMON (OR GALVANIZED) BOX NAILS • 4' OZ. AT 614EATHRG PANEL EDGES, • 8' 0C. AT INTER FRAMING MEMBERS INTERIOR 60LE PLATE NAILING - (2)16d • 6' 0C. EXTERIOR TWO SILL - 6/5' DIA AB. • 3' -0' OL. MN. 1110 AB. PER WALL PANEL A ALLOWABLE SHEAR WITH FRAMING DA. - 350 PLF ALLOWABLE SHEAR WITH FRAMING HF. - 251 PLR. APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - Ed CCTIMON (OR GALVANIZED) BOX NAILS • 3' D.C. AT SHEATHING PANEL EDGES. • 6 Ol. AT INTER. FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) ibd • 4' DC. EXTERIOR MUD SILL - S/8 DIA AB. • 2•-0' OC. (MN. TWO AB. PER WALL PANEL) ALLOWABLE SHEAR WITH FRAMING DE. - 450 PLF ALLOWABLE SHEAR WITH FRAMING HF. - 310 PLR. R@TE9_ 2. ABOVE ALLOWABLE SHEAR CAPACITIES APPLY FOR 2. FRAMING SPACED NO T'IORE THAN 16' O.C. WHERE APA SHEATHING IS APPLIED ON BOTH FACES OF A WALL AND RAIL SPACING IS LESS THAN 6' OC, ON EITHER SIDE, PANEL JOINTS SHALL DE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL DE 3. NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. 3. ALL SHEAR WALLS SHALL CONFORM TO UDC SECTION 2'61 4 REQUIR ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL BE APA RATED SHEATHING OVER 2x STUDS • I6' OD. WITH Ed COTtION NAILS • 6' OC, AT SHEATHING PANEL EDGES AND IT' OC, AT INTERMEDIATE FRAMING MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 2x STUDS. ANCHOR BOLTS SHALL DE STANDARD 'J -DOLT' WITH A 411 RETURN, OR A STANDARD 'L -BOLT' WITH I2d EXTENSION. 5. ANCHOR BOLTS SHALL BE A 36 STEEL OR BETTER. MNSli T CONCRETE SIDE COVER SHALL DE 2' 1WEN EXPOSED TO WEATHER. 3 1114EN EXPOSED TO EARTH. 6, USE V)' C -D, C-C STRUCTURAL II , PLYWOOD PANEL SIDING (INDEX 24/0) OR 1116' APA SHEATHING 111111 THE SAME NAILING WITHOUT REDUCTION CF THE ALLOWABLE SHEAR (SEE ARCH. PLANS AND /OR GENERAL NOTES). 11. 3/8' C -D. C -C STRUCTURAL II, PLYWOOD PANEL SIDING (INDEX 2A10) MAY BE USED PROVIDING THE ALLOWABLE SHEAR IS REDUCED BY I01W (SEE ARCH. PLANS AND /OR GENERAL NOTES). NAIL 2.4' CR 2.6' SOLE PLATES IV/ 1611 AT 12' 0L. (UNOJ. 04 EXTERIOR WALLS SHEATHING SHALL LAP RIM JOIST CR ELSE a INCREASE SOLE PLATE NAILING TO 16d AT 5' 0C. (U140.1 10. DOUBLE ALL TOP PLATES AND LAP AT LEAST 46' AT JOISTS W/ 5 -1611 EACH SIDE AND I6W At NO MORE THAN 12' 0L. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. HOLD -DOWN SCHEDULE: O INDICATES HPAHD22. EMBEDDED IN CONCRETED, NAIL TO (2) 2x STUD WITH 74 - Ibd NAILS. (Z) INDICATES MSTA36 STRAP TIE NAIL TO 2. STUD WITH 26 - IBS NAILS. O INDICATES HDSA. EMBED 3/4' DIA. ANCHOR BOLT 14' INTO CONCRETE (OR USE STA020 AB. WITH 26' MINIMCM EMBEDMENT» DOLT TO (2) 2. STUDS WITH TWO 3/ DIA MACHINE BOLTS. INDICATES 110111 EMBED I -I /8' DIA. ANCHOR BOLT IS' INTO CONCRETE (OR USE STARTS WITH 24' MINIMUM EMBEDMENT). BOLT TO (2) 2x STUDS WITH THREE 1/5' DIA. MACHINE BOLTS. IN HDS. EMBED I -I/8' DIA. ANCHOR BOLT 25' INTO CONCRETE, BOLT TO A. STUD WITH THREE I DIA. MACHINE BOLTS. NCTE ® APA RATED SHEATHING. BLOCKED AT ALL EDGES. NAILING - IOW CCt'TTON (OR GALVANIZED) BOX NAILS • 4' OL AT SHEATHING PANEL EDGES, • 4' OL. AT INTER. FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) I6d • 4' OE. EXTERIOR MID SILL • 5/13' DIA A.B. • 2' - 5' 00. (ME1 TWO AS. PER WALL PANEL) ALLOWABLE SHEAR WITH FRAMING OF. - 460 PLF ALLOWABLE SHEAR WITH FRAMING HF. - 316 PLR. TYP. 1/2' GA1.B (EACH SIDE) OVER 2X STUDS • 16' OD. INTER NAILING • 5d COOLER NAILS • 4. O.C. TIP, WALL INTERIOR SOLE PLATE NAILING • I6d • 6' ac. ALLOWABLE SHEAR - 250 PLR. Gl B (EACH SIDE) OVER 2X STUDS • I6' OC. BLOCK ALL SHEATHING EDGES. NAILING • 5a COOLER NAILS • 4' O.C. TIP. INTERIOR SOLE PLATE NAILING - (2) 16d • 6' OZ. ALLOWABLE SHEAR - 300 PLR. (NOTE I) ALL HOLD•DOWNS REFERENCED MANLFACTURED BY 'SIMPSON STRONG -TIE COMPANY, INC.' HOLD -DOSS CF EQUIVALENT CAPACITY BT OTHER MANUFACTURERS MAY BE USED. ALL HOLD -DOWNS SHALL BE INSTALLED PER LATEST MANUFACTURER'S SPECIFICATION (SIMPSON CATALOG 0 - 52W - I). SEE PLANS FOR LOCATION AND INSTALLATION DETAILS. FOR ANCHOR BOLT INSTALLATION REOUIREMENTS SEE NOTE S At SHEAR WALL SCHEDULE. ELOCB_DIAPHRAGd .; MINTMIII 19/37' THICKNESS APA RATED TCNOUE I GROOVE SHEATHING WITH 1011 NAILS • 6• O.C. AT SUPPORTED SHEATHING PANEL EDGES AND IS' O.C. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR RED'S.). SPECIFICATIONS: CCIKET -1E AE0 9IEEL_SPECIFICALGCy2 I. USE 7.500 PSI CONCRETE SPECS AT 28 DAYS. 2,13m psi MAT BE USED BUT RECOI- ENDED HIGHER STRENGTH, ]_ USE ASTM, AGM-6B OR EQUAL GRADE 40 REBAR LAPPED 30' MIN. AT SPLICES, COMERS I INTERSECTIONS. F 2000 PSI CONCRETE, LAP 40 DIAMETER MIN. GLU - LAST BEA'1 SF'E41EIOA2I0NS1 L FOR LONG SPANS. USE 24F - V2, V3 OR EQUAL (TABLE' - I•GI, PART A, UBC'19°I4VIEUALLT GRADED TESTERS( SPECIES). Fla • 2,400 PSI, Pe • 155 OR 165 PSI I EXTERIOR GLUE. MANUFACTURER MUST CLARIFY IN WRITING t0 GLU -LAM SPECS PRIOR TO ERECTION ON JOB. 7. WHERE HAVE SHORT SPANS (SHEAR BEAMS) USE 20F -V3 OR EQUAL WITH Fb AND FV • 165 PSI AND OTHER SPECS SIMILAR TO I ABOVE, RZIAMEAC.BIB ROC�OR SI V ALL DE E9�NStIRDE E CA I L THE TRUSS MMAFACTURER SHALL HALL PR ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE PE. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES I ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. 2,000 PSI CITY OF TUKWILA APPROVED APR 1 9 1996 AS NOTED BUILDING DIVISION UI W I OPYR 11111 - lI C 1l1 6 � H lI - I I. Joist to sill or girder. oenail 3 2. Bridging to join. toenail each end - 2-8d 3. 1' x 6 (25 mm x 152 mm1 sublloor or less each joist face nail 2-811 4. Wider than 1 "x6'(25 mm 0 152 mmi sublime to each joist. face nail 3-Rd "5_2 mm) soblloor to joist or girder. blind and face nail - - 2 -16d 6. Sole plate to joist or blocking. typical face nail - -' I6d of 161406 mmi oa Sole plate to joist or blocking. at braced wall panels - 3-1611 per 16 - 1406 mmi -.7. Top pine to stud. end nail 2 -16d R. Stud to sole plate 4.8d. toenail or2 -1611. end mil 9. Double studs. face nail I6d at 24" (610ene)o.e 10. Doubled top plates. typical face nail , I6d at 16(406mm1os. Double nap plates. lap splice - _ 8.16d II. Blocking between joists or rafters to lop phis. toenail 12. Rim joist to lop plate. toenail &1 x6113'2 mmi as. 13. Top plates, laps and intersection,. face nail 2 -led I4. Continuous header, two pieces 161 at 16 ems ex. along cads edge IS. Ceiling joists to plate. toenail 3-8d 16. Continuous header to stud, toenail 17. Ceiling joists. laps over panitiom. face nail 3 -16d IR. Coiling In parallel rafters. face mil 3-1611 19_. Rafter to plate. toenail- 3.8d 20. 1" (25 mm) brace to each stud and plate. face nail _ 241d 21. I mm 0203 me) sheathing or fess to each bearing.( nail 2-6.1 22. Wider than 1' x 8" (1125 nun 4203 mmi sheathing to each bearing. f nail - 3-84 23. Built -up comer studs - - 16d at 24 male. 24. Built -up girder and beams - 20dx 32 mm)ae x loped ----- bottom and staggered 2.201 - .. sends and at each splice 25. 2 - (51 mmi planks : -" 2 -161 of each hearing 26. Wood structural panels and panicleboard: - Sublloor. roof and wall sheathing (to framing): (I inch 0 25.4 mm) - _ '/ ' end less Sew � t � . 2'• / ee'erfa, 1.01 t Vs" - IOdl aid' Combination sub( oor- underlayment (to framing): (I theft w 25.4 em) • 3 /i and less - 6111 l ia" - f" 611 1 104'or80 27. Panel siding (to framing): ' / {(I3 mm) or less Gds 1 /a" (16 mm) 011 28. Fiberboard sheathing :l -- '/2'(13 mm) � No.11 . - 11 .168. 73 /32 "1 met No. 11 Be . .. No. 16ga. 1 29 interior paneling - x 14 ; i CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. TABLE 22442-NAILING SCHEDULE x or book null • be used exceptwhere oherwise sued. • N•II( nicedet6 Inches (152 mm) on center x edlgees. 12 inches (305rsna) t f inemnd'weasspgwbnap 6inches ;' <fn4tsele at diapn gms dshearwiI .rein to Seaton 2311u Naito or undI.hrathinwg be common. !panel Or timing ' Cannon, or deformed shank. ;hen), 4- •:. oCormnionrresistanl sding or casing nails conforming to the requirements of Section 2325.1. ' 'Fasteners spaced 3 inches (76 mm) on eenter•t exterior edges and 6incles (152 mmj onames a intermediate 6C(1 sup- o 3 mm) -.esiitant nor nails with 7 110- isschdiwswe (II mm) lead and I -.CM (38 n n) u.knyh for eh (13mmshewhmg and I /inch (44 mm)Irngm fm /n• ( 20mm) sltw w Mingn (onningmthnamquiremnememu ooti2325I 0C nosion-and 0/2- iepleswithnomind 7 /1 =nch(It mm)cmwoad l' /r r osch(1cn) a sheathing 325 and 0/2- inch( 38mm) Irngthf or Jrmoob( 2Omm) sheahhsgcanfmmingtmingt otheregsivanemsof5eaion 2323 .11. 'oPaxel supports at 16 inches (406 mm) (2O inches (508mm)ifstrength axis in the ions directional' the panel. onlos otherwise mark dl. Cuing or finish nails spaced 6 inches (IS2 mm) on panel ledge , 12 inches (305 mm) a inter- . mediate supports. • "Panel supports at 24 Inches : (610 mm). Casing or finish nails spaced 6 inc (IS2 mm) on peel edges., 12 inches (305 nem) at imnmeduse suppers MECI- ?ANiCAL: SCUD FUEL 0.1RNING APPLICANCES Solid Riot burning appiances Include air -tight stoves, Fire places stoves, room heaters /Fireplaces stoves. factory -built Fireplaces, and fireplace inserts. Unless othenatse adopted by King County, all solid Reel burning appliances shall comply with the provtslons of Section 304 UML. HEATING Each dwelling wit shall be provided with heating facilities capable of maintaining 104E at a pohtt 3' above the floor In all habitable roams guts, the outside temperature is as set forth in Section 302 II14Ft Section 310.111113.C. A. Fuel burning equipment located within the building envelope ,(constructed under the W.5EL.) shall obtain 'ambulation air Rom outdoors, meeting tits provlsbone of Section 10U.1011 UJtL. NOTE: BUILDING ENVELOPE The elements of a butldhsg which _ enclose conditloned spaces through athich thermal energy may be traraferred to or from the exterior. Section 201 1115EL. B. Fuel burning equipment located outside the building envelope shall meet the provlalora of Section 6011.111.C. C. Cuctnsorit location and source of combuetlon air. referes sc s Section 602. 603. 604, 606 UitC. All warm -air furnace shell be listed and labeled tau an approved agency and Metalled to listed speelfteattoru, Section 3041 UML. Appliances Intended for Installation In closets, alcoves or confined spaces shall be so Hated. Section 3042 liMO. No warn -air furnace shall be Installed In a room used of designed o be used as a bedroom, bathroom, closet or In any enclosed space with access only through such room or space, except direct vent furnaces, enclosed Arrlaoes and electric heating furnaces. Section 3155 UI'IL. No warm -air furnace shall be Installed In a closet or alcove loss than 12' wider than the ftarace or fUlnaces installed with a mIn(musr clear working space less than 3' along the rides, back and top of the ittmace. Section 3 UHG Liquefied petroleums, gas-burning appliances shall not be installed In a pit. basement, or similar location where heavier -than -air gas midst collect Appliances so fueled shall not be Installed in an above -grade underfloor space or basement unless such location 4 provided with an approved means for removal of unburned gas. Seect)on 304b UHL, (Approval must be granted by the I3uildhtg OffcIal, I- leatina and cooling equipment located hs a garage and which generates a glow, spark or flame capable of IngnRlnd f stumble vapors shall be Metalled with the pilots and burners or Mating elements and switches at least IS above Fire dampers need not beInstalled -In air duets paeolrg through the wall, floor, or ceiling separating a residence (Group R. Division .3 occupancy). Rom a garage (Group (I, Division 1 occupancy)provlded such ducts within this garage are con- structed of steel having. a thlduuese not less than 0015 Inds (No 26 Galvanized sheet gauge) and have no openings Into the garage, Se 302.4(19.0 Warm -air furnace Installations In attics or crawl spaces shall comply with Section 3IS and 320 UML. - Every appliance (dryer, range, etc.) designed to be vented shall be contested to a venting agates complying with Chapter 8, UM. • Every factory built chlmneuu Type L vent, Type 5 gas vent. or Type SW gas vent shall be metalled In accordance with the tense of Its listing, marliractrab inst- ructions and the applicable provisions of Chapter 5 .vent connections shall be metalled within the space or area In which the appliance Is located and shall be connected to a chimney or vent . In such a manner as to maintain the clearance to cambuntibles per 5n ction 85, and Table 3-C, WIC. DUCTWCte"''C.• - A. Duct austere shall be of metal as set forth ht Tables Nos. , 6 -A, 6 -5, 4 6 -C or factory -made air ducts complying with - -- Chapter 6 WIC. B. Joints and seams shall be substantially airtight. Section 6015 Table No. 6 -A (rectangular ducts) and Table Nab -B (flat, oval, and round ducts), UftC. - - C. Installation of ducts shall cahply with Section 603 UML. D. Duct fnsulatIon ohs II be Installed In accordance with 1115EL. Table 4 -16. `CONTRACTOR NOTE - All Dimensions ShaII 813 bheciced And Verified Prior To Construction. GENERAL I. PILOTS, BRIER, I4EATING ELEMENTS t SWITCI.E_0 OF 7P FUUa'ACE AND HILL 514OULD BE A a`91NS'U 9 OF 1S' ABOVE THE GARAGE FLOOR. THESE SHOULD ALSO BE PROTECTED AGAINST ANY VEHICULAR COLLISION_ PER UML. SECTION 308J, 30S2 - 2. EXIT DOORS SHALL BE OPERABLE FROST THE INSIDE 1111114 A NIGHT LIGHT;DEADBOLT, OR moony CHAIN MINTED AT A HEIGHT OF 48' MAXIMUM i ABOVE FINISHED' FLOOR SECTION 10 04 UBL 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASOPA2Y 51401LD BE PRESSURE TREATED WOOD AND BRANDED 5-r AN AFFROVED AGENCY. SECTION 2311.2 4. LIVING ROOM CEILING IS 24' ABOVE HALLWAY IIAY 1L141C14 LEADS TO SLEEPING Rte, A SMOKE DETECTOR WILL SE INSTALLED AT THE HIGHEST POINT- PER SECTION 31(3E14 UBG. 5. RECESSED LIC4M Plat FiXTUMS SHOULD BE LC_ RATED AND ENCLOSURE LS'ED 111111114 A V2' OMB_ TAPE AND FINISH PER SECTION 502_44- 11115 .EC.. 6. ALL DUCTS, PLENUMS, AND ENCL- OSURE THRouriii OR ALONG UN- HEATED SPACES.IINCL1 ING, FROM GARAGE NSTALLA - nart , SI4OILD BE TH 1ALLY INSULATED EXCEPT THOSE INSTALLED BETiIEEN WALLS OR IN A SPACE Nar ocrosED TO OUTSIDE AIR. WIC. NS • 320 1. DRYER MOISTURE EHAUST DUCT SHIALL NOT EXCEED A CONIE7a>ED HORIZONT TOTAL ANID VE RT- ICAL EFFEcTIvE LENGTH OF 14'=0' SEC. 504_ 31, 504.3.2 WIC. a. MASONRY FIREPLACES SHOULD BE PROVIDED WITH A TIGHTLY FIT(iN5 FLUE DAMPER AND A READILY ACCESSIBLE MANUAL CONTROL. AN OUTSIDE SOURCE OF COMBUSTION AiR SHOULD BE PROVIDED IWTH A DUCT CF 4 SO INCHES MINI - UI AREA AND REA- DIL P OPERABLE DAlt PER AS PER SECTION 402 OF THE WASHINGTON STATE VENTILATION CODE REF SEC. 3102_ 1IBG • VJ e. rs r- 402. 9. WATER', HEATERS LOCATED iN THE GARAGE OF 1916- IEATED FLOOR ARE TO BE'NSTALLED ON rNcoMpRE- SSIBLE INSULATION, AS PER SECTION 504 24 OF THE WASHINGTON STATE VENTILATION CODE- 10. HOT AND COLD WATER HEATER PiPES IN THE GARAGE SHOULD BE INSULATED MATH FNIMUM R-3 NS(L. WITH A FLAME SPlAD OF 25 OR LESSAS PER SECTION 50311 II15BL_ I1. THE SHOVER SURROUNDS AR TO BE A SMOOTH, HARD AND NON - A85ORBANT SIlRFACE',NOT LESS THAN i0 ABOVE THE DRAIN INLET - AS PER SECTION 9011 3 UBL. 12. GYPSUM WALL BOARD BACKING USED FOR TUB CF SHOWER ENCL- OSURES SHOULD BE OF A WATER RESISITANT MATERIAL. DO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING, AS PER SECTION 2512 U.S.C. 13. AIR DUCTS PASSING THROUGH GARAGE WALLS , FLOOR OR CIEING ARE TO SE NO. 26 GALVANISED STEEL WITH NO OPENINGS INTO THE GARAGE. PER SECTION. 302.4, U.S.C. 14_ LANDINGS OUTSIDE TO BE NO MORE THAN 1' BELOW THE THRESHOLD. E. INTERMEDIATE RAILS TO BE NO MORE THAN 4' APART. PER SECTION 509. 3 U.B.C. 16. STAIR HANDRAILS AND HANDRALS ARE TO HAVE II/4' TO 2' CROSS SECTIONALS AND RETURN TO WALL (CONTINUOUS) h. 5/9' TYPE 'X' GJLB. UNDER ALL SAIR WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN 16'o.c. AS PER SECTION 100612 UB.C. IS. IF WATER HEATER IS OVER 4' -0' IN I- IEIsIT AND HAS A NON RIGID WATER CONNECTION, THEN IT IS TO BE ANCHORED AND STRAPPED TO RESIST EARTHQUAKE MOTION. AS PER SECTION 304 U.M.C. IS. WINDOW MANUFACTURER TO PRO - VIDE PORT HOLES N EACH WINDOW IN EACH HABITABLE ROOM. ROOF: L ATTIC VENTILATION AS PER 15051/15053 US.C. SEE VENTILATION CALCULATIONS PROVIDED. 1. VENT OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF 1/4 SQ. INCH DIMENSION. 3_ ROOF VALLEYS TO HAVE 26 GAUGE GALVANIZED FLASHING AS PER SECTION 1402. 2 U.S.C. 4_ SHINGLE NAILS SE GALVANIZED STAINLESS STEEL OR ALUMINUM AS PER TABLE 15 -B -2. 5. COMPOSITION ROOF FASTENERS AS PER TABLE I5 -B -I 6. 22'x30' ATTIC ACCESS TO BE PROVIDED FOR EACH SEPERATE ATTIC AREA WITH NO LESS THAN 30' FOR HEADROOI" r AS PER U.B.G. SECTION 15051 ATTIC ACCESS DR. TO HAVE R -30 INSULATION MINIMUM. AND (LEATHER STRIPPED. HARDWARE TO PROVIDE TIGHT CLOSURE_ 1. TRUSSES TO BE DESIGNED AND STAMPED BY A WASHINGTON STATE STRUCTURAL ENGINEER. CALCULATIONS ARE TO BE SUBM- ITTED FOR CODE COMPLIANCE PRIOR TO FABRICATION OR PER - MIT ISSUANCE. TRUSSES TO BE MANUFACTURED IN A PLANT THAT IS APPROVED UNDER THE REQ- UIREMENTS OR SECTION 1101.1. EACH TRUSS SHALL BEAR QUALITY CONTROL STAMP, AS PER SECTION 2311.6, AS WELL AS MANUFACTURED PLANT NAME AND ADDRESS, DESIGN LOAD AND MAXIMUM SPACING, AS PER UB.C. STANDARDS SEC. 2326 CUSTOM HOME DESIGN & STOCK PLANS TO REORDER PLANS 1- 800 -848 -5421 S. APPROVED HANGERS TO BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER TO PRO- VIDE TYPE. 9 NONBEARING WALLS SHOULD BE HELD DOWN FROM THE TRUSS TO BOTTOM CHORD WiTH AN APPR- OVED FASTENER TO INSURE TRUSS BOTTOM CHORD WILL NOT SEAR ON NON - BEARING WALL. - 10. ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT LOADS. USE SIMPSON 'H' ANCHORS OR EQUIVALENT. 11. TRUSSES WILL NOT BE FIELD ALT- ERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FIELD INSPECTION. 13. PROVIDE SCEENED BLOCKING p OVER SUPPORTS. D 14. SHADED AREAS • FRAME OVER WITH 2x6 RAFTERS • 24'o.c. UN.O. O Q FOUNDATION: L GALVANIZED METAL FLASHING TO BE INSTALLED BETJEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS SHOULD PROJECT AT LEAST 6' ABOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED AS PER SECTION 2311.2 U.B.C. SECTIONS: I. ALL EXPOSED INSULATION MATERAILS INCLUDING FACING SUCH AS VAPOR BARRIERS OR BEATHERED PAPER SHOULD WAVE FLAME SPEAD /SMOKE DEVELOPED RATING SHOWN ON 25/450 OR LESS. AS PER SECTION 2602. 3 U.S.C. COPYRIGHT© CITY OF TUKWILA APPROVED APR 1 91996 AS frOIED FEB 29I996 r. l C 7dTER Q 0 J 0 O A. PlyaroodlOSB 366'xl':11' a - 6d nail 6" o.e. ( Res) 12"o.n.(field) B. GWB- UT. 11 as P - (medce) Sd cooler nails or wallboard oath 7" oe. C. MB - Ire x 4' x U' , (Moo fecal Sd eootedwallbosrd nails Tue.l ihoat D. SWdaal Pawl Skfrg 3 / r . 4 1 ' . 1 1 * Corrosion resistant 6d nails at 64 o.c, (edges) Jr o.e. (Odd) IL Oteolaly da. buc.d pawl WW". 11E". 10' alms Nailing Id at 6" o.o. (edges) 12" coo. (field) Blocking required st all edges. 2 anchor bolts placed k goaner poin . Holdomts. ISOM at n.Aand. I E Two -slwy iL braced pond 3U1'.111".tY of kss Plywood or OSB (two feces) Nailing Sd d 6" on. (edges) 12" o.e. (field) Blocking required at all edges. 3 anchor bolts placed It Ilflh points. 1 Holdown, -30001 at each read. CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. NOTES. I. ALL STRAP HOLDOLLNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDihla CORNER INSTALLATION . TWO HOLDOUNS CAN BE USED At EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED FIOLDOUNS CAN BE USED IN PLACE OF STRAP. HOLDCUN&.' SUBMIT DETAILS FOR /!YciS41GY PANEL AT FLOOR OYER CRAWL SPACE 4x POSTS OR (2) 2. STUDS • MN. lb' O.C. 14 PLYWOOD tW Ed NAILS • r O.C. UN.O. AT pALIEL EoES. EXTEND PLYWOOD TO OVERLAP RIM JOIST a SILL PLATE NPO Hd22 b¢ 61JAL. new CAPACITY STRAP NOLDOIWS' d (12121 3 UN.O (SEE PLANS) CONC. FOUNDATION I FOOTING 2.4 TOP PLATE HEADEFI a ALT. BRACED WALL 4 (PRI:SGRIt'TIVE PROVl3lo14'5 roR I ) 2 STORY $UILt2l445 232(4.11,3) I,IOTE: .rIc EPTIOt4 rota 2 6ToRY 4TRUeTU1¢E: 11-41HE 4 1 1 : 4 1 4 .. 1) EMI-i.RAl -kL 4HA.LL BE: 4HEATI -TED oN.EA.pAG6 2)T1-1IW At—lc-140R 0 OLT4 P ER PJ.NEL Pi.4Gtb CC 0149 - PT Poll -VPS E)TIE boWN PIVICt UPLIFT' aAP°.414A4LL1 ^...Bea t — E TI - (AFT 'loon LBS. .. 2 - 2x STUDS NAIL SHEATHING TO EACH. STUD Ed NAILS PER TABLE Z3 -I -Q APA RATED SHEATHING 3/S' MIN, 2 2x4 BLOCKING AT ANY I'LTIIIOOD JOINT 1-11741922 OR MAL- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WISH 14 CAPACITY (MN.) 2 • 2x PLATES - NAIL SHEATHING TO EACH PLATE - ( ^) 'Der.A-1. I2.'P1 ECrtEl-lr S GUAR POINTS PER SEC. ISoCo.(n 11.4 Hoeg.; OVER Ho, -001NU I It EAR GOVT ToP t BoTTn r NOTES, On I. ALL STRAP HOP: DOWNS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIQN,. INCLUDING CORNER; NSTALLATION. Two HOLDOWINS CAN BE USED At Ea1G1 -t CORNER TO MEET THE RENEE 4 LOAD. - -. 2. ALTERNATE TV - ES CF APPROVED IIOLDOIWS. CAN BE USED IN P PLACE OF'. STS %1F. NOLDOIINS. SUBMIT DETAILS FOR AA-010Y APPKO./ - ANEL AT PLO OYER PONY WALL ()HEADER AT CORNER L ) OVEIL N GLDG4) A. POSTS OR (2) 1. STUDS • MIN 24' O.C. I/2' PLYWOOD Of Ed NAILS •3' O.G. AT MUM. EGbEE', FT°.A. GR P"62. W/ 2 °F2.• E*Si.T Hod. 3500' CAPACITY FLOOR TIE ANCHORS' r -5 /S' 054..s 15 AB. (2) 2. PLATES — 2. P.T. SILL PLATE — 3500' CAPACITY STRAP HOEDOWNS ETAIL_ (MINSHl1 LATERAL RESTRAINT PANEL) *Iak)•ori60 BA TOP PLATE HEADER NAIL SHEATHING TO HEADER AT I : 3' Or_ BBL 2 - 2x STUDS NAIL SPEATUING TO EACH STUD Ed NAILS ATt 3'! ALL PLATES. HEADERS a STUDS APA RATED. SHEATHING 3/5' riot 24/0 EXP. I 2 - 2.4 BLOGICRIG AT ANY PLYWOOD JOINT P4F.'G22. GsG E9•Js APPROVED HOOKED -END WOOD TO CONCRETE CONVECTORS WITS 3500 CAPACITY (MED 3 2x PLATES - NAIL S EATHING TO EACH PLATE 1/T' DM_ AB. - 1' EIBEDIIENT CCNTSSIOIJS FOOTING OR SLAB EDGE NOTE. FOR USE IN GARAGE END. WALLS AS SHOWS, F A FLOOR INTERVENES BETU.'_EN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST 4ND SILL PLATE. PROVIDE HOLDOWS, BOLtS. AND, PLYWOOD NAILING AS SUQU+L F USED ABOVE PONY WALL USE DETAIL El, WALL BRACING PANEL SCHEDULE EXTEND HEADER T CORNER 1/2' PLYWOOD W/ Sd NAILS 3' O.G. An POSTS CR (2) 2x STUDS 3. BLOCKING • PLYWOOD JOINTS O DETAIL (24 Ne1 - 1' LATERAL RESTRAINT PANEL) General Hotel Braced wall panel sole plates nailed to floor end lop plates shell be anchored to framing above. Where)ollls arc perpendicular to breed wail Tines, provide blocking under and In line with braced wall pencil. O INDlt.iAMF9 r'tarl� HEADER SPLICE HEADER PER. PL'U -I 12 0 0 ' C PACITY STRAP TIE AT BOTTOF'I Eb•'E 3/6' PLYWOOD W/ Sd NAILS • 3' O.C. Ar p.AtIP -L EGct;S 4x POSTS OR (2) 1x STUDS 3x BLOCKING a PLYUICOD JOINTS CiTY OF TUKWLA APPROVED APR 1 9 1996 AS NOTED BUILDING DIVISION 2.4 TOP PLATE HEADER NAIL SHEATHING TO HEADER At 3' O.C. B.W. 2 - 2x STUDS NAIL SHEATHING TO EACH STUD Sd NAILS At 3' O.C. ALL PLATES, HEADERS 1 STUDS APA RATED 6I4EAtIING 3/5' MIN. 24/0 EXP. I 1 - 2.4 BLOCKING At ANY PLYWOOD JOINT 1-11,L1.11222 Ora EI UA.L- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 1400- CAPACITY (MIN.) 2 2. PLATES - NAIL SHEATHING TO EACH PLATE (2) -'Y4 OV*.. ,A.D. - I'2' EMCEDMEI -UT CONTINUOUS FOOTING OR SLAB EDGE NOTE: FOR USE IN GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLTS AND PLYWOOD NAILING AS SHOU.N. IF USED ABOVE PONY WALL USE DETAIL *l. IIIII -IIII COPYRIOHTE FED 2 9 199€4 PB SOT Cr TFR • 6 t i � s J t II —J W Z a cn cc F- z al cc J cc —J w i t / &os/hro tz 1//o/ 96 r I _// / - I 7 / 1 / /1 / / / /// / / / -17 V 7 7/ // l i 1 7 1 (;) 7 I ( ( ( .9 1 i I 1 7s.&0'* 5P85- 48-ss " 5•-c 7,5 f .9 lax*: - { 4w "Iv /7"r Scib P V. 1 Re0- 5F bill . Y WELL A 0 DEL ■=)a GE NT 4 -to-46 APPROVED PER PUBLIC WORKS LET. TER DATED L i t iqqa • 6 • RECEIVE FEB 29 19' TUKWILA PUBLIC WOF 4 1' 16 7.t.Tr t ,„„ 1, 0 l d3S n.f.40 Mao 013038 D h,N l i n 56t a36 3913 130W onend 66[ Z Z d3S 3A13a31:1 f2ciboo&fo a z 9 i 4 0 99(0- P.mstssv s/wsc Lrya�t /2111-40,' D u.rta 4 cY70 } PTic 5 y57 PE€ KC ,DEPT OG ,WL?B( HE4GTH 41'13P-01 4Z- y 960/7¢2 .97 S. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omis_c,cns which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions. deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final cc cptance is subject to field inspection by the Fibs Works utilities inspector. Date:y 30 IR96 s, � P1016 - 00E4, 00 TH N A'N 514PER -SEDES THE 51TE jOR,OlIED P J BN APP.IL II 15% NAG 8,14%. CITY OF TOIIWI A APPROVED OCT 0 1 1996 AS ao to BOLDING Dl' PLANS MOD RECEIVED SEP 2219 TUC W1 WORKS PUBL ECEIV SEP