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Home My WebLink AboutPermit D01-282 - HALFON CONSTRUCTION - NEW HOUSE001-282 Halfon Construction 16441 51 Av S (f �.• City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 537980 -2737 Address: 16441 51 AV S Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: UNKNOWN Wetlands: Contractor License No: HALFOCCO33CK OCCUPANT OWNER CONTACT CONTRACTOR Hauling: N Land Altering: N Landscape Irrigation: N Moving , Oversized Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Signature: .0 South: Sewer: Slopes: Permit Center Authorized Signature: Print Name: — 70 0 144-7 DEVELOPMENT PERMIT Start Time: Cut: Start Time: No: Private: Permit No: Status: Issued: Expires: (206) 431 -3670 D01 -282 ISSUED 09/26/2001 03/25/2002 Occupancy: DWELLING UBC: 1997 Fire Protection: East: .0 West: .0 Streams: Phone: Phone: 206 -510 -8596 HALFON CONSTRUCTION 16441 51 AV S, TUKWILA WA 98188 HALFON TODD 15056 205TH SE, RENTON WA 98059 TOM BROWN 301 EARLINGTON SW, RENTON WA 98055 HALFON CONSTRUCTION CO INC 15056 205 AV SE, RENTON WA 98059 ** *•k * ** *** *k *k * * *•k *k * *** etc * **** ** ** **** ** *9ck**kk* **** •k*** **•k*** ****•kk*** * * *•k *:l• Permit Description: CONSTRUCTION OF A NEW 3,204 SQ FT SINGLE. FAMILY RESIDENCE AND 420 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE :Storm Drainage * * * * * * * * ** * *k **** kit* k***********************kk******* ** *fi * * * *** * * *'k * * *A**** * *•k * * ** Construction Valuation $ 283,392.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb CUt /Access /Sidewalk /CSS: N - Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Phone: 206- 510 -8593 End Time: Fill: End Time: Public: N Water Main Extension: N Private: N Public: N * * * * **** * * * * * * *k* * ** ******• k********** *•k * * *•k * *'k **** * *'k ***k* * * ' k * * ** * * * *** * *•k * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 3,369.35 * k*********************************** k**** * * ** * *•k * * ** * * * * * * * * * * * ** ** k * * * * * k * ** Date _ /g402I 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 provision of any other state or local laws regulating construction or the performance of wow I am authorized to sign for and obtain this development permit. Date: - �./ 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. U = 2 u w O 2 u . co = z �. � z t - ar a l U � O w . O H w • w O ui z;. - 1 O 1 z CITY OF TuK/rLA 1 ddress: 16441 51 AV S,''- Suite: ' T riant : ,...*), ''- Type: 66/PERM,. Parcel #V: i , , % *******4********* Permit 6i6ditions: , , A 1*. N5J4phapgas-will be m ,,p pp ade to unless aroved by the ElpIneer and the Tukwila BiOlding-Division. EAginaered truss drawings and calculations shall be on site, apl availab, e to the building . inspector for inspection , . . krposes and signature of W ashington State Professorial Engineer. ny exposed insulations backing material 'shall have a Flame , ,preaciRatrig of-25:2or lesS,,and'materiaI shall bear ident“: :04tionshowing'-the 'fire perforManCe'rating thereof. : )01'cio*ruction to be done 16 conformance 'with approved :0ith4s4nd,requirements of the Uniform Building Code (1997Y/ Ed*ori) ,aS, amended, Uniform Mechanical Code (1997 Edition), , andNashih4tow Energy Code (1997 Edition). . PluMblng permits shall be obtained through the Seattle-King Courity,Department of Public Health. Plumbing will be inspected by 00,1 that agency, including all gas piping ,- - (2964722), " ., :,, ■ ' . Notify the , ,City of Tukwila Division prior to placing ahy.concrete. This procedure is in.additio6 to any • requirements :for special inspection. . All wood to remath in placed concrete shall be treated wood. . Electrical permits 'shall be obtained through the Washington State Division of (*or and-Industries and all electrical work will be inspected by that agency (248-6630). . There shall be no . occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 10. All mechanical work shall be under separate permit issued by the City of Tukwila. 11. All permits, inspection records, and approved plans shall be 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. 12. ***FIRE DEPARTMENT CONDITIONS*** 13. Post house address at drive way entrance on 5Ist Ave South 14. THESE PLANS WERE REVIEWED BY INSPECTOR 510. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575-4407. 15. FROM OCTOBER 1 THROUGH APRIL 3000VEB ANY SLOPES AND Permit No: D01-282 Status:' ISSUED Applied : 08/31/2001 Issued: 09/26/2001 4.1.:114. 1 STOCKPILES THAT ARE:.3H:1V OR STEEPER. AND HAVE A VERTICAL ,RISE OF 10. FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER; ..DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2: DAYS. 'COVERED MATERIAL : MUST BE STOCKPILED ON . SITE AT THE EGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS 5' TABILIZATION .W KLY AND IMMEDIATELY BEFORE 3 URING AND IMMEDIATELY FOC WING STORMS.* FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT AND MAINTAIN TEMPORARY EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY L -DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY TABILIZED PRIOR TO FINAL, :CONSTRUCTION APPROVAL. tiereby certify that I have.read these conditions and will comply there as outlined., All provisions of law and ordinances governing work will be . complied with, whether specified herein or not. ne, granting of this pe.rmi t do ..not presume to give authority to ialate or :`can�ce1 the provisio of any othe , wrk: o Or local laws elating construction th ,p -,worm, Project Name/Tenant: /44e-I- "e)/(/ c ws'T Value of Construction: 1 ;7s �--67-6 Site Address: f// /� C / City State/Zip: /e '/ /6 Tax C- / Parcel 7 / Number: V J i y v- / ,3 Q T X)< (: r /f J a `7 ._) �i IC /4 4 Property Owner: 98/88 ? /70e-- Phone: ; € -576 -- 8,5-3 Street Address: City State /Zip: is - ease - s = s'& ,4x/7-4t e&A' rs s j Fax #: 4 / - = 2-,8 - AC Contractor: -L,'-' C�i�/S7- Phone: e -- t-5 l0 - .g? 9 Street Address: ` Cit State /Zip: /,..4 G -- S Sc kl, 9€ s- Fax #: y. --,s - -27_,A /5 Architect: ' ` J Phone: g 7 - e - 4 ,/. 2 - s` . S . /6W ,W Street Address: City State /Zip: F: z,_2,5 e,s7j - OS / 9 //S' W vA LLL� A>, /L' /T Engineer: `77 S- C Phone: 1�. - - `�� / --Ge. / Street Address: City State /Zip: /..--.3 / a N / 7,e le iAv/r4GE Fax #: Contact Person: Phone: Street Address: City State /Zip: ? G/ c: /..c7 5 e / `? ge 53` Fax #: q S -9/7 -a6-/e / Description of work to be done: - C /.5/ ec)cT .(1. 5/A./ 7, .- /c. Y. E /�/ Type of work: 21 New Single- Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: .11 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TI NWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 , FOR STAFF USE ONLY Projec•, Number: Permit Number: ' C t r Single - Family Residential Permit Application SFPERMIT.DOC 2/13/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. PLICANT- REOUEST: FOR :PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE `FOLLOWING: '( Addltional .�reviews:shall by.the.Publlc:Works'Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ' Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: c9- J-/ - 0/ Date application expires: 3 -::'- 6) Application taken y: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print name: Phone: 1 I Fax #: Address: City /State /Zip: ALL SINGLE-FAMILY RESIDENT/ ERMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY H rIEGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include; ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. • 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (Le., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". BuIIding,Owner /Authorized Agent 1! 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 porrpit will beiroquired as :part of this: submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 4—#4444.4 *Aslzk* * * *.4 ***''* * * n.�' TuithlIL1 lira TRi NSM I - r.' .11 *•hsk * *.* *s1 * ** *s1�aL s1*$ * *4 * * * * * *ol:* *,i* *# *, *.. 'ANSi�11 f Ntimb'et^: 801 Ambul� �: 2 45O 41. 09 /2 t, /O.t ayme'nt hf�ttiad , .1 ?:1.65 Natat i cr.r�^ H�1L.FON `CONSTPUC • perim No DO1. 282 : Type 3, DEVPERM ;DEVELOPMENT PERMIT . P r ce1 'No: d;d :. ':164'41. 51 AV 5 cai:tit �C:ode De r.; •0 'lLul1:D1Np: -• RES. D01345.13.30 PL.,AN .CHECK ,- .RE'S... C'0/3i;45 830 PLAN' CHECK -. , uTIL]:TY 00/3,86 : .904 STATE, B1Jtl.Dfl G 3t1RGi4 RCE 12/3,42.4`00 IN$P FEE• - 'STORM DRAIN �}{ /� y� 450.41. /� p. Total I Fees: .. 3 h 3 6 9 . 3 5 r�aa . : . l ayme 11 ��'.' 2 Total LL. 3,3i 35 13 al ance: 00 A? i- A*+ dr4.***** ** dk*** s4*** tA' 4*****o***** It* *4 * * *z1 ** * *40 * * * * **t1 * * *•a** Amount 1 024.15 . 396,'1. 10.00: 4 50 _. 15.00 4 *h* * *k *•k k��t' *A *,lki4 tite4* k* A • Jr - • k*k kk�r * A*4.*•A*:4 * *****.irA* *:J ** 4 A .. V OF ; TUKWII.Aq. WA TR N iMTT *:*** *,r *A *.* **.* * * k4A � t*• .:l 89,1.94: 41 ` p 908/31/ A* * 1 1 k �1 �3 • a'ytaei Mi l hoit a CHE CO • n Cf: ;a' at.i or► s HALF() NSTRC' • "I MKS t ermi.i; Wo D0 t 213 Tvpo: ` DEVP .. DEVELOPMEIfl pERMI T - rotas. Fees: , ..918. 94 Total ; ALL Pmts: 918.94 Ua1 irii:G: 1.418..25 . t******* it****** 4-******, t * * * % * : * * **** * * * *Ii,t ** * * *' * ** t **4a *,t * * * ccaurirt • Carl . ; De sce i pt'i an Amount; 00/345.830 PLffl1. CHECK - RES .. 91.8..94 efri .09/010 1 Prpjecti : .,.. - i/A* i 0i1.2= ' " , .., 4rr: 'gr..71,of , Itl, , ;./..‘ ,-- f elq .-, Address: . . - ,/'•: 411;:' /it. L71 Date called: 42' 3.... Special instructions: , •- . : - Date wanted: a.m. Requester: 7 Phone: y5lp 'OA %;.' • INSPECTION: RECORD • Retain a copy with • . . INSPEC1101•1■10. • . • CITY OF TUKWILA BUILDING DIVISION:. 6300 Southcenter Blvd ' #100, TUkiiilatqW6 . 206)431-3670 f,! Approved per applicable.codes. n Corrections required prior to approval. _ . COMMENTS:-. tr■ IN\ l oVe4 I r rinnt4 S co vp 1 01--e4R. r;t 0 k - F hot Inspector. Date: s _ 0 Z El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ti• i'11).ikoa y .c.:14.„4 .1,442,1 , ‘4 i4tfti hk...?",,di"14..":4 i•A •Pro ect: {- o n ri? Mt/L./ C *, c•rl Type of Inspection: 2 ) I -✓1 Address. . : -1 f W : ,=� ' Ede Date called: 69 f 7 /�a- ...Special . Instructions - Date wanted: a.m. Requester: , -// // / i , fl10 i t Phone: INSPECTION NO ITY .OF:TUKWIL"A. BUILDING DIVISION 300:Southcenter Blvd, #100, Tukwila, WA 98188 Approved "per: applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. :COMMENTS: 7 4 ,4,4 Date: 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300:Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: tii G,.,{;(i Pr je.ct: Type of Ins On: -� A cLs• ) I -? Date cane g 02 S ecial Instructions: Q � , t ) - 7 Q Date wanted: a.m. '' ill e 0 i+ a. R eques ler bto 13A.6010 Phon go Xs qto INSPECTION NO. COMMENTS: "4 e to cn__ .1-01 e qL";:-. 0 0 ,22 e„, 9_5LOTA.r_e_._ave (L) spector: REINSPECTION FEE RE 1 UIRED. Prior t inspection, fee must be paid Southcenter Blvd., Suite 100. Call to sc edule reinspection. Recei•t o: Date: Date: CITY OF TUKWILA BUILDING DIVISION 6300\Southcenter Blvd, #100, Tukwila, WA 98188 approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Correction required prior to approval. i>t s.n:Ge ' z H • k J U . t0l�l O 4 _I O W =. J N w O • g LL � w z � O z D p O • 21 W H U' w z O ~' INSPECTION RECORD Retain a copy with permit INSPECTIO 2 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 h c t/ ( . CO/4 ,\r S A dre Special instructions: Tyke of I spection: %N � ::( )G .// 0 toe Dat call d:. Date wan d: / Z 9/0 Requ er: Ph bG `Approved per applicable codes. COMMENTS: Corrections required prior .to. approva El $4 0 RO REINSPECTIOr FEE REQUIRED. Prior to' inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No:' Date: avkC,'{ ib? -1enY7i { ti1L`'�h�t, •�. Xf. �. J>.' �i�' vNY� +�Yktr:k`F1�L�+�tix'1,d.i...v:.. .s .'�. R�'rs'i; a• +�:• + >1FJ:f,Fii. Prole t .; ;:;; = ezt ''`,•hype f lrtsctton:. Addres q }} s.4 ) .M ' ' ' . : Date called ! rd / Special instructions: Date wantfd /0 "�/ O/ (a.m p.m. Reques /6/2/ l- 1707( -.- Phone: d 0 , -'• (6 INSPECTION NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukvili(, L A 98188 �e- r:i�+P -r f!'F?,"•'7"'*+'tt _`+„ ,'C`- '`"'^ ^' ^" ."±thy- "�"*s.— '--.Cr t 'i"?^e?� INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 77)el 4/ dX/Z--y w LVM4�1uNN••« ;s e"ry rd Q Cie/6 fZ s 4 .00 REINSPECTION FEE RE • UIRED. Prior inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rt 1iJ V0 X W = J I— w 0 . J , u i -w Z �. 1- 0 Z 1- uj ON . 0I— W , U w Z . N 0 Approvedper applicable codes. 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO ITV OF TUKWILA BUILDING DIVISION • 300.Southcenter:Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENT Inspector: 0 REINSPECTION R 6300 Southcenter Blvd., Suit eceipt No: Date: UIRED. P or to inspection, fee must be paid 100. C�1 to schedule reinspection. ,1 Date: :'4ti6'�5:±<ira ^y�" r ,�' y�'`� �.n',:.d.. � { ,K.; ,:. sx,tr;+;� -,� ;,fit it So'•: dY•N�, c2i %? �, .. „' . • C� T: W • 2 U w = • W O: g u_< d: I-- • la z � Z 0 D p uj o I•-'. W lL. O; u i z; F= _' z • A� ess• ...� . Special • instructions:..; Typeho sp /-7 Date called: S // 3/0,/ D'wanted: ) , /0 a.m. p.m. Reques f1 6deettxJ Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO... CITY OF. TUKWILA BUILDING DIVISION ;6300 Southcenter Blvd, #100, Tukwila, WA 981 `Approved per: applicable codes. • Corrections required prior to approval. COMMENTS enty ,2.4m i.V6- 06 0/07 /,- 7`0 .:A/S X4.9 rte. I ;spep ctor:: , $4 .00 REINSPECTION FEE 6300.Southcenter Blvd.,-Su Reedipt Date: EQUIRED./ rior to inspection, fee must be,paid to 100. Clall to schedule reinspection. 1 Date: ' PERMIT NO. (206)431 -3670 .!n:atirx .44'44.0, . ri�Fr Pro�11ec }�: /�L/C ?, ) C'�Yi� AoLlnsigc in:/97/ / Address: /6.y' / .: - /,?/ s D ate called: /a - /c) -e Special instructions: �+ t t L On �1 A } l- cAA ` Ve C1S" - Date wanted: a.m. /� - /3-?7/ p.m. Reque : ,Q ' i' /� /. -- n_r Phone: ...l a v Sid "r (- 90 COMMENTS: Q) R 4 ('T?' , '4l Pg Am f �'4-! C.iyvy ? - " 4 , 4 • - 3 " 1 - 1 / 0 S /I5 1 9' jv / P f 7 , rnir ,2.1c{ , / v3ebne / D/2,6 0 .0 , i✓h' . P4- 7 a �t vv .g,-- �✓,�t'cr z) .//`'1ed H ,s77/ A0.5 fri^r4ie 6y97"''/ 15 QA/ 6 &r/ A t e/' s in/ "e' r C3 ?'' ' 8 - . &,F/' A' -- 1 5 2/t/d t.5 y/, 6 f e P/L mN ,61rVei)AVF / -g f dt..t (1 / .6 \ .. 7 6 / 0-r /d v/ 0P )/5 4 /i7 5 I spe to 1 )t't.t...t ie ID/ / 3 �6�1 to a Approved per applicable codes. INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPE TION FEE REQGIRED. Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Date: :.. ,t s- ,Q� ..yt L�z.h,•t:h + 4 .t r S•• '4 �4"iY�'+ 1 � ' bb�i3. �et�78i11 �GL�� Ji7a7taiF .:.cC.�.f+;ay.i�`•.�i,��tta�.� Iwl i »�;ci)ti 1, Sri` r .6 %,4 «;%; i.; �i" s' b:; i ' =?�u�w..ittt„fw{ Pr ect: G / +oil Cal Sfitito, 1 j Ty Inspection: { ' CV n I Yt. fl,rqj 31 D ate c a (7:)/0 y Special instructions: Date wan d: 1 ' (I I t O k Reques <1-0PrN Ph 5'b1Q — 5 11) i r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. %Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. COMMENTS: h Wye Ch 4' In ;Ca 1 a } ,0; )Y4 �a r C L) 1 ' (it \ 0 th+ ri b V1 c PY .e y )SS \c ' i� c S j ��s. )-L) Tyre soop c �se. c c c �''`� .nuor aN 3 c 1Ac,t,e k h CO wp 14--k Inspector. Date: - !l Receipt No: Date: .. .- .�:ta..�,.. _.•,t;.n ...d11...,,.,.',rt...x:6'{7 SLk9,:L.w.'pf..y✓nh.v�irl.`•i s,�..vl4xi .; �.TJirt x1';'s, , ii kmtY-. r L`... vri' i ` S% K; a 4;4.t&A4,1: 9 :. Pp C t• / ..' d � e . 41 515- A e. Date called: ' izei fo Special instructions: Date wanted: C \ ! O 1 m. p Requester J . Phone: 00 6 576 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 �I �I PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l r t / iii / /-. 4- ;ice,; i _ .4 /-�� . / $47.00 REINSPECTI( fFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project: 144:11c0h COnSfr Ltd Type of Inspeetion: ; act+i ri I drain I bvCi 14 I Address: IlAqi 5isi Ave. s Date calr&d: 1 Special instructions: Date wanted: I 1-29 01 P.m. Requester: —e Joel Phone: 206- 1 -1'2.3 - 50°3 9 1. mo d , • • • •• • ' • . • • , • ` • • • '• • "•:" • ••• 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. Inspecto COMMENTS: Corrections required prior to approval. 2.$2 PERMIT NO. (206)431-3670 Date: )1 0 El $47.00 REINSPECTION fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: z z : .6 • • C.) a co CI. W ' U) WI CO tu 0 W a. -±" 11 . 1 • I- Or Z W; .0 0: LIJ L u w z- o; U): 0 Z. Project: a I kial Construction : Type r of Inspection: l ryri ( rai yi Address: 5 1614q1 Ave s Date clled: I 1— 27-01 Special instructions: Date wanted: 1 I-28-01 s irl. p.m. Requester:, woe 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DOIV'32. PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1)1 2,8/0) c a M J.. ccrub,3,-, c 5 1 0,4trA...,11:471 c.zu c4.414. f 5 • (7) o. 1411.-ot4. ( 6 fiNI-IA IV qd,tR fAit4JA ,A - rr t ikr9A--t +v Ox k 1Ast-v-di Inspector: Date: • 111 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • •.• ''• ; , • Project: �! T e of Inspection: LOIN i S - ." d 1 h Address: i 6 i S 0 , 1 Ave. s, Date called: j i / Special instructions: .. e i PkkPase e 01.4 � tvo�'t so he C t o t 7 iYtISs�'t, tick (/ t7 . Date wanted: .,/ � ( / f f Requester: Requester: S c�vr,YYialrs -(v Phone:r -5 -00,0 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 PERMIT NO. Corrections required prior to approval. COMMENTS: 7v A / r c)( h,.a4 t,)-etY Rod Inspector: 6■ Date: bfr $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII•to schedule reinspection. (206)431 -3670 3FF �a7"ba�iw.1H.�� 1 . 1 282_ Receipt No: 'Date: Pro' -ct: / .r 1.i A J1 i � Type of Inspection : 4 'L I. _ Ad: ess: w � � ' c , Date cal J � g a// Special instructio Date wanted: // 770I p1;:rim. —'.� Requested: 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Y �. ( ISspector $4 .00 REINSPECTION FE ,at 6300 Southcenter Blvd., Receipt No: Date: 0 REQUIRED. Priorro inspection, fee must be paid uite 100. CaII to schedule reinspection. Date: t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SoUthcenter Blvd, #100, Tukwila, WA 98188 lns0"ector::', : • Lt 8) PERMIT NO. (206)431-3670 COMMENTS:'.• 0 e?)Ved try 1, o I \ r Of0V-ek • • " - tr qpr \1 4 U) r - C- —" a rOweedi v-ev -e \AP V or -e • ier 14)A • \v\c,, e) 1 t err (W1 p Date: 1 ,7.0 447.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid it 6300 Sciuthcenter Blvd., Suite 100. Call to schedule reinspection. , ,R4elpt. cr.• ;!',•:%`." Date: ..r • SO • .-04eva" 44;::3■ • bg • • ..4.1 , " c I e Addr ess: dre i . , ,.1 4 ;41.. .0.10. . - ..S etial MstrUttighs:: Tibe ytea /0)7122A Date called: / / tufo/ Date wanted: Ca.rt 1/ 7 n( P.m- Requester:, P rib& $3 — 5oo Approved per applicable codes j Corrections required prior to approval. , „ , INSPECTION RECORD Retain a copy with permit INSPECTION NO: ITY'OF;TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Add reess:., Y ( 6441 1 4 i pecial. instructions: Typectionn XLACe Date called: /0 /q( Date wanted;, Requester: P h. 4P 3 - 5° °° Corrections required prior to approval. CQMMENTS:: PERMIT NO. (206)431 -3670 A. ._.. y ....ors /1 L �. $47.0 i ' EINSPECTION FE REQUIRED. Prior to inspection, fee must be paid :it 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: :.: y...:... rJtl:: a�: I,.',::,, �1X: L' xk.' i+ Lt fw' �a;:!`..: x:..:.. }�Y',t.•!• <.`......'.3`: ..,• f. �. " :1N�.:.I.�x�..,J'�.,.. ,r�'��ta� �:riW.:'::.4 '4..::'•.r:. . c` i ;}; ,6341 ;.,' 'r�ta..:i3�.�tif a:;7: ».,:`l:�htdni:;fi•1�.�. {it ?iC ?� INSPECTION RECORD Retain a copy with permit INSPECTION N KWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Special.instructions: Typg !archon: il Date called: (-19 Date wanted: g-M) / P.m. Reaueter: prOj AHdressvq 5(V 5 49.a 4a3 500,3 riptoiied'periPPl1Cablle 'Codes. PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: • •• " • '•••••• • • ;"... • • '$ 00 REINSPECTION REQUIRED. Prior t at 6300 Southcenter Blvd., Suite 100. Call to sc edule reinspection. Receipt No: Date: Ji / / 5 or Inspection, fee must be paid Date: • • Priject: Tyie of Inspec , A UV . .. era I.' II t.).■ C V a h 1111V: ...■ ...r., agaill.4 ..1.41 Adiress: V cf 1 (Q 1 -1 L 1 1 Date called: 1 I di Special ihstructions: , . 9 t•LA @ K#00 tti P Lexi.t.tAset? Co. r lite n. Date wanted: , 7 i P.m- ° ( r) / 1 Re stet": .t 2069) 1 7 1 '2 3 - 500 3 .• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspect $ 7.00 REINSPECTION EE REQUIRED. Prior t/ t 6300 Southcenter Blvd., uite 100. Call to sqh Receipt No: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 rrections required prior to approval. Date: / inspection, fee ust be paid edule reinspection. Date: . • o 6 M -J C.) 00 . CO • W W I. CO IL; uj 0; Li ui: Z I- 0 Z uj; . a w 11.1i - • z; 1 0 z PERMIT NO. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ;> CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)43.1 =3670: Pr 'ect) con 5iv(b S/ S :Special instructions: Pm Type of Insp cti T_ l )/1d !" "{ i1)Y Date call " /1 nted Rester: eq U Date" !0 Ph 3 COMMENTS: y (4 r Approved per applicable codes. 'Corrections required prior to approval: 0 -1 ?)'O Ei $40 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BIM., Suite 100. Call to schedule.reinspection. • Receipt No: Date: Address: apter 6 Quali icafion orm- Zone :1 Othet u e /s: • R esidentiaPrescri • tive': Chapter 6) 0 •tion l: .for: .. ;>k Instructions: 1) aids • Carefully review the requirements for each of the options be, vv,,,„ sean optiory-tharbest suits Our"dv (IIng design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not 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 Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN. CHECK ✓ One y ;C <Efficier cy : Gaul or alts: • ............... .............. :::.:.::. oof f ioo:r 4 ' 5 actor • rR- factor) F acto :C a fl ings;..:;..;. w :: vauite ove. eiow;gra Floor. . grade exterior : $1ab:on:grade:' nterior OPTION OPTION: •• OP.TI.ON •• OPTION OPTION ;; OPTION. OPTION OPTION::: 1: II :: III... IV •...... V: , ... VI .. ..:.;..VIII 0 Med 10% 0.70 0.68 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 0 Med 12% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -10 • High 21% 0.75 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Med 21% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Low 21% 0.60 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Med 25% 0.45 0.68 0.40 (R-2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 0 Med 30% 0.40 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 0 Med unlimited .25 0.40 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 Footnotes: 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min. HVAC equipment requirements: 'Low' AFUE ? 0.74. 'Med' AFUE ? 0.78. 'High' AFUE Heat Pumps: low' HSPF >_ 6.35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. 4. (Vertical + Overhead Glazing) + conditioned floor area = maximum glazing percentage. Overhead glazing with a U- factor of .40 or less is exempt from glazing percentage calculations. 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. ise<only) date: for this dwelling:. ;selected rove Revised 6125/01 off Ida l > n is ap p ro p Permit # FIL Washington State University Energy Program C6Z1G2000.doc bdc 601 Do 1-281. NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. '3 S v , il/ /✓ Ye- S4- /_ -=,� y ° 3 D, Sl) 4/,2 r l / s iAy� .:1.1/,/' S. , ,2 `.5 S ° e e ( b 33. / / ( ( SG. / & 0 `',5 \ 4/0 / \ \ , / ° --S - - 5_ 3 \ \ rix c`Z , /°/ ° I Z / \ \ —0 � . e ° 30 / 1 S� I��h ° S 6 --/- 6 1 1 sjS efk .s / / ( ,s e... /` 6 3 ) /S / 6 L- /tDE e° V° 32 .�- 1//A/YZ - lxcD l L V- ° 0,S0 /2 Se .0-7 f,, -` • 3 3 /dyi-r P/}‘ C• - CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 1. HEAT SOURCE: GAS WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 S.F. - TOTAL CONDITIONED FLOOR AREA (gas, oil, propane, heat pump, electric) TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = ACTIVITY #: PROPOSED GLAZING PERCENTAGE The proposed glazing percentage must be less than or equal to the glazing percentage prescriptive option that is selected. H -15 373-3 ciT )- T IFoVF TV h �, listed'und ,r the p FR M/TC oc / TFi? �: bSit:.` Y:' r, LS' �' ai4:°..: isir. �kl .Na;i`t�3X�a•;�4iLL'�ttlisi::�e F.d4rl lac;. �§ ; i» �l �ia� l;'�rlT;�i!rn�t'•:»':�.i.sr� a�'uF�;.N i', 4.5 4744,4,47 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 7 /c! V - --- /X 4 - 7 .b Sc. /:., / G a 3 v a d dSe C:50 52D 9 S r1- / // .5 , 1�,P7 yT ?) //U YL TOTAL GLAZING AREA +4 (add entire column) 3 3 7 V '. , 1. 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 HEAT SOURCE: (gas, oil, propane, heat pump, electric) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE TOTAL GLAZING AREA ENRGYCOD.DOC 2/13/97 S.F. - TOTAL CONDITIONED FLOOR AREA H-15 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH S.F. x 100 = ACTIVITY #: PROPOSED GLAZING PERCENTAGE The proposed glazing percentage must be Tess than or equal to the glazing percentage listed under the prescriptive option that is selected. � 6 00 c o w Lu CO W LL. � o z a : 1- W Z 1.- 1- O W • F- U O O.D- O 1-- W W S I H LL. _ O . Z w U N O 1- Z TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: / BY: G11 DATE: 0 iS /i/ 475 v 7.22.00h Jurisdiction: City of Tukwila Plans B Plan Number /Job ID: #0703 Design Specifications: Wind velocity: Wind Exposure: UBC Wind Design Method: Snow Loading: Seismic Zone: R: % of Snow Incl. w/ Seismic: Soil Type: UBC Seismic Design Method: Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Level Names: STRUCTURAL ENGINEERING ADDITIONAL REQUIREMENTS OR CHANGES TO PLANS ARE AS SHOWN ON SHEETS 20 THROUGH Zrj OF THESE CALCULATIONS WITH NOTES, SCHEDULES & DETAILS PER DAWING No.TSE -1 THROUGH TSE- Job Name: Haifon Construction Site Address: 164XX 51ST AVE S. Tukwila, Wa Crane Design Very derstand that the Plan Check orir?ro m p h ' 1997 8 B 1 25 psf 3 5.5 SD Static Force 17 psf 10 psf 10 psf 2 UPPER MAIN 2001 EXPIRES 11 / 1 /6 / ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES ONLY. GRAVITY LOAD DESIGN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. EXCEPTIONS: He4.0E2 47" 64246E tO(-2S2- • ..•�Vi t ,;;_,. 3 � 1.. ' .e =:.: �f;J' r,lr,: "iti`iu:J;ii AMMO TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: BY: DATE: 3yy/ Kkic-rt. osI)m /off LE \)Ai IorJS /W1>Jo AREA Ips: ►`IMMO. � .. -.rArr-O - OM Ma• OEM lain P•i4 71111•11111111111111111 'FR�n1T LEpr #10 . FOR 3 4k G4Rq(,E OP T) Imam* prIenewenwoo~wwasakaiwseihmigeetMaKIVilOraltiriMMMAKRreemAZWIristraleareMANWIMMObetwi TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3 cM BY: /(z.l cT't... DATE: _ _041 0 3 bRros Back Flo tsT go' vt,1 OPT )0A 3 CdW '.: gin• ".+eS ;.� 1.4:li31S.`«£0k:'�• Astir; �Y� +!'�'h:ifi'aP3i�art".a- :LYcr' xc Grid:1 Wall Ht. Wall Ht. Width X 2 3 4 5 6 7 8 10 41 40 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: (// BY: l'fit GTL. DATE: 0 ijp 0 1 TRANSVERSE WIND ANALYSIS LEVEL: UPPER Roof 1 Ridge /Gable Ht 8.5 OH left 1 OH right 1 Area left Area right V left V right 3113 3113 LEVEL: MAIN Roof Ridge /Gable Ht OH left OH right Area left Area right V left V right 5490 5490 0 0 0 0 FRONT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Plan Number /Job ID #070301 0 lbs. 0 lbs. 0 0 8 ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. sw^i3ti,1Y7: atir) JhF :,�:µ17,➢'«y-;':,F ?Anf,;>, 1 Grid: WaII Ht. Wall Ht. Length Y A B C D E F G 8 8 n 10 10 40 18 40 23 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481.6601 PROJECT: JOB #: 31 1 / BY: 1 `2' C-11— DATE: OS& /0/0 LONGITUDINAL WIND ANALYSIS LEVEL: UPPER Roof 2 Ridge /Gable Ht 8.5 OH front 1.5 OH back Area front 63 Area back V front V back V front V back 3384 LEVEL: MAIN Roof Ridge /Gable Ht OH front OH back Area front 33 Area back 0 4889 1070 0 2 8.5 1.5 2467 1367 3834 RIGHT ELEVATION 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Plan Number /Job ID 0 0 #07030 0 0 H ft. ft. ft. ft. ft. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. ft. ft. ft. sq.ft. sq.ft. lbs. lbs. 1 : 4■4 * *.1144h.,::' (4. nip & {.�,x °.;nr. ,i.i. its, ..Y.' «Sr: " 2.442Sh�. ` S; � �idt , t 4 i°^!!i ANIIMII TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW H F E D C B Grid: LONGITUDINAL SEISMIC ANALYSIS H F E D C B Transv.Walls Grid PROJECT: JOB #: ✓ c(/ l BY: 1 ` 2 tcr— DATE: 0 /0 ( 4 6) 1 Plan Number /Job ID #070301 Long Walla lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 wk: i!!; EL. 4'« � :: ?snKlT;(:.�li'la;�CC•a.siil'a r'Jr R 4214 F 6070 R 3516 F 5158 1 • 2 3 4 5 6 7 ANIIMII TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW H F E D C B Grid: LONGITUDINAL SEISMIC ANALYSIS H F E D C B Transv.Walls Grid PROJECT: JOB #: ✓ c(/ l BY: 1 ` 2 tcr— DATE: 0 /0 ( 4 6) 1 Plan Number /Job ID #070301 Long Walla lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 wk: i!!; EL. 4'« � :: ?snKlT;(:.�li'la;�CC•a.siil'a r'Jr 2 3865 5346 2 3065 4222 2 1 • 2 3 4 5 6 7 ANIIMII TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SEISMIC ANALYSIS BASE SHEAR DISTRIBUTED PLAN VIEW H F E D C B Grid: LONGITUDINAL SEISMIC ANALYSIS H F E D C B Transv.Walls Grid PROJECT: JOB #: ✓ c(/ l BY: 1 ` 2 tcr— DATE: 0 /0 ( 4 6) 1 Plan Number /Job ID #070301 Long Walla lbs. lbs. lbs. lbs. 8 lbs. lbs. lbs. lbs. 8 wk: i!!; EL. 4'« � :: ?snKlT;(:.�li'la;�CC•a.siil'a r'Jr AMIN TsE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3911 BY: KA( C r -- DATE: 0011621.61 LONGITUDINAL Plan Number /Job ID SEISMIC DESIGN FORCES #070301 GRID LEVEL Lsw Eh r E E/1.4 (ft.) (Ibs.) (Ibs.) (Ibs.) A UPPER 18 3265 0.2617 3265 2332 MAIN 19 3844 0.2114 3844 2745 UPPER 0 MAIN 14 1319 0.0985 1319 942 C UPPER 27 3665 0.1959 3665 2618 MAIN 14.75 4406 0.3122 4406 3147 r (max) = 0.3122 AB = 1802 sq.ft. 2 - 20 / r(max)*SQRT(AB) = 0.491 Rho = 1.000 ANNE TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: ✓Y l 1 BY: tie/ �— DATE: �� /ftof TRANSVERSE SHEARWALLS Grid 1 Grid: A Level: UPPER Lsw 18 v wind 86 v seismic 77 USE: SW1 R wind 692 R seismic 613 Roof Trib. 2 Roof DL 612 Wall DL 1440 Uplift wind 0 Uplift seismic 0 USE: Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts ABO 18 86 77 SW1 692 613 2 612 1440 0 0 4 34 161 118 SW1 2347 1829 0 3400 1 340 0 0 C D E IC SW OPENING - SEE SHT. 10 Note: SWx (Shearwalls), Tx (Floor Ties), Hx (Holdowns) and ABx (Anchor Bolts) are scheduled per sheet TSE -1 except ABO = 112 inch diameter anchor bolt at 48" o.c. w/ 2x sill plate which is typical unless noted otherwise. Plan Number /Job #0703 F G H ft. plf plf Ibs Ibs ft. Ibs Ibs Ibs Ibs ft. plf plf Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs D 1 -' TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481-6601 PROJECT: JOB #: BY: DATE: 3 191 K 0811e1o, Io REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Plan Number /Job #0703 Grid 1 Grid: Level: UPPER Level: MAIN Opening Lsw V (max) V (X1) = V (X2) Grid B -C A Opening = X1 = X2 = r T1� - 2 X1 , Opening X2 — 12 T1 B C 4 34 161 183 4 ft. 16.5 ft. 12.5 ft. Lsw D E F G v (x) = 183 plf USE: T1 = 355 lbs. LSTA21 T2 = 269 lbs. LSTA21 ft. ft. plf plf D 1 • • c ,;vf.:o. 4:��:'.,a:•ii TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 TRANSVERSE SHEARWALLS Grid 2 Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: A Level: MAIN Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL 0 Wall DL 2400 Floor Trib. 1 Floor DL 240 Uplift wind 0 Uplift seismic 0 USE: Anchor Bolts ABO PROJECT: B C 17 21 82 82 73 73 SW1 SW1 655. 655 581 581 2 2 578 714 1360 1680 0 0 0 0 SW OPENING - SEE SHT. 4 24 14 137 137 100 100 SW1 SW1 2028 2028 1584 1584 0 1400 1 140 61 0 H1 D 12. E JOB #: 3y9f BY: 142/RL DATE: 1 SE SKEET 4/-/e Fe)2 1 G ii,4& -E s ,41 G-2 tv 4+ Z Wien) ? c a 6-4L4 &E GpT /on) t s usEo 11 Plan Number /Job ID #0703)1 F G H ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Plan Number /Job ID #0703 )1 Grid 2 Grid: Level: UPPER Level: MAIN Opening Lsw V (max) V (X1) = V (x2) Grid A -B A 4 24 137 165 Opening = X1 = X2 = PROJECT: T1 � �f2 X1 r Opening X2 T1 1 B C Lsw D E JOB #: 3 BY: f\ /rn— DATE: d g (o 01 (z F G 4 ft. v (x) = 165 pif USE: 11.5 ft. T1 = 316 Ibs. LSTA21 8.5 ft. T2 = 233 Ibs. LSTA21 H ft. ft. pif pif ft. ft. pif pif TsE AMEN Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 LONGITUDINAL SHEARWALLS Grid A Grid: 1 Level: UPPER 7.5 Lsw 12 v wind 188 v seismic 130 USE: SW4 R wind 1504 R seismic 1037 Roof Trib. 2 Roof DL 408 Wall DL 960 Uplift wind 820 Uplift seismic 421 USE: T1 Level: MAIN Lsw v wind v seismic USE: • R wind R seismic Roof Trib. Roof DL • Wall DL Floor Trib. Floor DL Uplift wind Uplift seismic USE: Anchor Bolts 10 15 257 144 SW6 3998 2427 0 1500 6 900 2114 731 H2 AB1 PROJECT: OPENING REINF. - SEE SHT. 2 3 4 2.5 188 130 SW1 1541 1106 2 85 200 1399 978 (2)T1 OPENING REINF. - SEE SHT. /9 4 257 1 L 5 JOB #: 3 BY: DATE: OS 6 LATERAL RESTRAINT PANEL - SEE SHT. Plan Number/Job ID #070301 8 7 3.5 ft. pif pif Ibs Ibs ft. Ibs Ibs lbs Ibs ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: JOB #: 3Y1/ BY: 1 CT/ /61 1 l REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS Plan Number /Job #07030 Grid A Grid: Level: UPPER Opening Lsw v (max) v (X1) = v (X2) Grid 1 -2 Level: MAIN Opening Lsw v (max) V (X1) = V (X2) Grid 1 -2 1 7.5 12 188 501 Opening = X1 = X2 = 10 15 257 772 Opening = X1 = X2 = T1 �f2 X1 Opening X2 T1 2 3 7.5 ft. v (x) = 501 pif USE: 2.25 ft. T1 = 705 Ibs. C5 I � 2.25 ft. T2 = 705 Ibs. L S 10 ft. 2.25 ft. 2.25 ft. Lsw 4 v (x) = T1 = T2 = 5 6 7 772 pif USE: 1158 lbs. C S l 1158 lbs. t 5 lS 8 ft. ft. pif pif ft. ft. pif pif D 1 F- Z= U0' ;W u`: W 0; J, to a' H W- Z : 0 Z F- Wa 0: W ` H ; Z' . U N� F=- 1 F— ; Z AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 PROJECT: LRP -1 JOB #• 3 f j BY: IC2 /Crt DATE: Oir 1 - I 15 LATERAL RESTRAINT PANEL M1 w M c/L M2 ' Z1 W1 , l, L 1 W2 Z (WIND) Z (SEISMIC) w (DL) w (LL) LL (SEISMIC) w (SL) SL (SEISMIC) 1028 575 180 0 0 112 0 lbs. lbs. plf pif % pif % v 9.11.98 H L W1 W2 9 16 22.5 22.5 ft. ft. in. in. WIND SEISMIC WIND SEISMIC Z1 = 514 288 lbs. Z2 = 514 288 lbs. M1 = 4626 2588 ft.Ibs. M2 = 4626 2588 ft.lbs. M1 (TOTALS) WIND 9661 ft.lbs. SEISMIC 6428 ft.Ibs. Properties: HOLDOWN DESIGN UPLIFT 1 = 1578 lbs. USE STHD10 (H2) M CIL 5760 0 3584 9344 ft.Ibs. (DL) (LL) (SL) (TOTAL) M2 (TOTALS) WIND 9661 ft.Ibs. SEISMIC 6428 ft.Ibs. CONTINUOUS HEADER DESIGN Material Type/Specie Grade Fb (psi) Fb FV si CD (WIND) 1.6 Manuf.Lbr. GL 24f -v4 2400 1200 165 CD (SEISMIC) 1.33 Timber CD (SNOW) 1.15 Dimen.Lbr. Cr 1 CH 1 b d S 3.125 12 75 USE 3 1/8" x 12" in. in inA3 GLULAM 24F -V4 fb Fb' fb /Fb' fv Fv' fv /Fv' D + L + S (UBC 12 -12) 1495 2760 0.54 93 190 0.49 D + L + S/2 + W (UBC 12 -14) 1546 1920 0.81 99 264 0.37 D + L + S + E/1.4 (UBC 12 -16) 1028 1596 0.64 71 219 0.32 psi psi psi psi UPLIFT 2 = 1578 lbs. H ..:� , :'i::.'oa.•`: rtil .�:�r:R'...,rvi.'a.i.:�o.J:b,t: `i+t wdL.aS...tr:,�L ,gin fs h.vR vwu. mJ'.. NJnR .'iK.'�Mr�Y��l•�')ig4e,: f`�<.M4`: TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 LONGITUDINAL SHEARWALLS Grid B Grid: Level: UPPER Lsw v wind v seismic USE: R wind R seismic Roof Trib. Roof DL Wall DL Uplift wind Uplift seismic USE: Level: MAIN 1 Lsw 14 v wind 174 v seismic 67 USE: SW1 R wind 1740 R seismic 673 Roof Trib. Roof DL 0 Wall DL 1400 Floor Trib. 11 Floor DL 1540 Uplift wind 270 Uplift seismic 0 USE: H1 Anchor Bolts ABO 2 PROJECT: 3 4 5 JOB #: ✓ 7 - i / BY: AR(Cn-- DATE: 0 8 lb al 6 Plan Number /Job ID #0703 )1 8 7 ft. plf plf lbs lbs ft. lbs lbs lbs lbs ft. plf plf lbs lbs ft. lbs lbs ft. lbs lbs lbs AM= TSE MINIM Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 A (425) 481-6601 Level: MAIN Lsw 6.75 v wind 260 v seismic 213 USE: SW2 R wind 3937 • R seismic 3553 Roof Trib. Roof DL 0 • Wall DL 675 Floor Trib. 8.5 Floor DL 574 Uplift wind 528 Uplift seismic 485 USE: H1 Anchor Bolts AB1 PROJECT: JOB #: PM/ BY: kafrn-- DATE: 0 LONGITUDINAL SHEARWALLS 1AM (1 OPE Nn/- IZE f A) FogeFmE Plan Number/Job D #070301 Grid C Grid: 1 2 3 4 5 6 7 8 Level: UPPER 4 Lsw 13 4.25 9.75 ft. v wind 91 91 plf v seismic 97 97 plf USE: SW1 SW1 R wind 731 750 Ibs R seismic 776 751 Ibs Roof Trib. 20.5 20.5 ft. Roof DL 4531 1499 Ibs Wall DL 1040 344 Ibs Uplift wind 0 0 Ibs Uplift seismic 0 0 Ibs USE: 8 ft. pif pif Ibs Ibs ft. Ibs Ibs ft. Ibs Ibs Ibs . . — AIME TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 3 C� C- I�2AbE 0PTIo1J MITI hM1 11111 ∎•• mu ?M■ ■7" 1tIIlII � i�p �e TKitn)s d ERS cT( PES 1 G- PROJECT: AT &RID di -NE I�`, ILA-81.c g'EpacEp to /-A).D Ti 67 —fzip Z nle2e�sEs PuE T V LAndy r- 6°476* Vs)smi =z3 l°c9 L/ /F /N M5C Si A) 5 Wa4►Z A p () RLI FT : tIt/ S USE ST1 1-i' JOB #: 3 Li BY: /4 2f C DATE: 09 /' i CAR_ UPTIOA) soE VJh(/ /s fur1D)>JC- 42E/4 IN/ %Z 'off � go rs e 9014_ th83 1 TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 QIGHT WA OF &.k& E kr X 57 3 yp /F I WP )F'- = r� PROJECT: "(rkrtsVgrtsE PtRF_cs)ot.) TI 4 7 1(41 -0 c *a- G4(2- 4 &E. is 0 O p JOB #: 3 Y ct i BY: K' "' CtL DATE: lailiaki 1 NE TOT4C- 5I -IE4R- TRLIg -o ¶HE R/6 - 14r WA DP VsEisM'c 1s SW/ 446Ho2 genTs 4-7" yo lc. Lot)GriurmJAL P(tFcTio1J , Tn) TIE LoA)6-111ADIlJ, P Rrcflo'J nDoiN6 ' 4 3 R1) CArz C-ff 46c Hq -s L / rn.E. TA 0i3 l.A-T'Ei i i C---r2_ (p IA" UsF sgn.+F QFsi -i) A-5 s Ti4IED Foe ( C42 6-40.A 6.c oPi)ak 5- xC €:.a /WOOF U>JG OP - rH L4TE4/9 c 12E sTczA,/Jr pANuc.S To THE R(&-Kr Co2AE/L. OF 3 2p c/tit 6A-Rh E , (sE-e- s NEF,r tetz Foe (41 4r %' g 4y /47 6-Z(0 -13„ A-90 Co SpfF4-214A -1/ s Kl /) AMIN TSE Architecture • Engineering • Planning 12810 N.E. 178th Street, Suite 101 Woodinville, WA 98072 • (425) 481 -6601 LATERAL RESTRAINT PANE _ 3RD c42 6gR4UF Bhp( Z (WIND) Z (SEISMIC) 545 320 lbs. lbs. CONTINUOUS HEADER DESIGN Material Type /Specie Grade Fb (psi) Manuf.Lbr. Timber Dimen.Lbr. DFL #2 963 V 9.11.9E H L 9 8 ft. ft. WIND Z1 = 0 M1 = 0 M1 (TOTALS) WIND 2016 ft.Ibs. SEISMIC 1184 ft.Ibs. Properties: D + L + S (UBC 12 -12) D + L + S/2 + W (UBC 12-14) D + L + S + E/1.4 (UBC 12-16) HOLDOWN DESIGN W1 w (DL) 222 plf W1 0 in. SEISMIC 0 lbs. 0 ft.Ibs. M C/L M1 Z USE STHD10 (Wz PROJECT: LRP -1 L w M C/L JOB #: - w (LL) LL (SEISMIC) W (SL) SL (SEISMIC) 0 0 312 0 plf % plf ok W 01J E. p4 fL U560 22.5 in. b d S 3.5 11.25 73.8 in. in inA3 fb Fb' 695 1107 1125 1540 661 1280 psi psi 1776 0 2496 4272 ft.lbs. (DL) (LL) (SL) (TOTAL) fb / Fb' 0.63 0.73 0.52 Z2= M2 = BY: KR'/ CM"' DATE: O //10/6 I 11'15 M2 _, W2 WIND SEISMIC 545 320 lbs. 4905 2880 ft.lbs. M2 (TOTALS) WIND 6921 ft.Ibs. SEISMIC 4064 ft.Ibs. Fv (psi) CD (WIND) 1.6 CD (SEISMIC) 1.33 CD (SNOW) 1.15 95 Cr 1 CH 1 USE 4x12 DFL #2 UPLIFT 2 = 1964 lbs. H fv Fv' fv / Fv' 81 109 0.74 81 152 0.53 48 126 0.38 psi psi fare x4n z�t� xn E 2000 Edition 303.4.2 Prescriptive Requirements for Intermittent Whole House Ventilation Integrated With a Forced -Air System: This section establishes minimum prescriptive requirements for intermittent whole house ventilation systems integrated with forced -air ventilation systems. A system which meets all the requirements of this Section shall be deemed to satisfy the.requirements for a whole house ventilation system. 303.4.2.1 Integrated Whole House Ventilation Systems: Integrated whole house ventilation systems shall provide outdoor air at the rate specified in Table 3 -2. Integrated forced -air ventilation systems shall distribute outdoor air to each habitable room through the forced -air system ducts. Integrated forced -air ventilation systems shall have an outdoor air inlet duct connecting a terminal element on the outside of the building to the return air plenum of the forced -air system. at a point within 4 feet upstream of the air handler. The outdoor air inlet duct connection to the return air stream shall be located upstream of the forced -air system blower and shall not be connected directly into a furnace cabinet to prevent thermal shock to the heat exchanger. The outdoor air inlet duct shall be prescriptively sized in accordance with Table 3 -5. The system will be equipped with one of the following: 1. A motorized damper connected to the automatic ventilation control as specified in Section 303.4.2.2: or 2. A damper installed and set to meet minimum flow rates as specified in Table 3 -2. by either field testing or following manufacturer's installation instructions based on site conditions: or 3. An automatic flow regulated device with field measured or field calculated minimum negative pressure of 0.07 inches water gauge at the point where the outside air duct is connected to the return air plenum. _ CFI IC`1.i (1 - 11 - (_ - c( z3 1- - tE. �' N 11 it I C- G? (A;►, =4t Imo• c-( MAX, r Z70(- 28Z 303.4 2.2 Ventilation Controls: The whole house ventilation system shall be controlled by a 24 -hour clock timer with the capability of continuous operation. manual and automatic control. This control will control the forced air system blower and if applicable the automatic damper. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation system without energizing other enemy- consuming appliances. At the time of final inspection. the automatic control timer shall be set to operate the whole house system for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating. instructions)." 303.4.2.3 Ventilation Duct Insulation: All supply ducts in the conditioned space shall be insulated to a minimum of R-4. 303.4.2.4 Outdoor Air Inlets: Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet. unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors. fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel - burning appliances therein. e. Closer than 10 feet from vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. f. Attic. crawl spaces. or garages. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT is DUE TO THE QUALITY OF THE DOCUMENT. ACTIVITY NUMBER: D01 - 282 DATE: 9 -14 -01 PROJECT NAME: HALFON CONSTRUCTION SITE ADDRESS: 16441 51 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX .; Response to Correction Letter #1 . Revision # After Permit Is Issued DEPARTMENTS: Byil mg Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 w r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP x Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-18-01 Not Applicable n No further Review Required DATE: DUE DATE 10 -16 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: a. ,. Rkl'tb 1- e xa47S ': u 1 N: 47i ;, , ,ti ■ re 0 0 • v W =. Nu_ w 0 u. < a W . z � z o ,. uj O- O I- w • uj • O ui 0 Z ACTIVITY NUMBER: D01 -282 DATE: 9 -14 -01 PROJECT NAME: HALFON CONSTRUCTION SITE ADDRESS: 16441 51 AVENUE SOUTH Original_ Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter #1 Revision # After Permit Is. Issued DEPARTMENTS: Building Division Public Works n DETERMINATION COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Structural e iew Required n No further Review Required DATE: 19 ! 7, Approved REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Incomplete Fire Prevention Structural Approved wit Cot ditions Approved with Conditions REVIEWER'S INITIALS: 044 Planning Division Permit Coordinator DUE DATE: 9-18-01 Not Applicable DUE DATE 10 -16 -01 Not Approved (attach comments) n I II DATE: C I 11 -Z2Q 4 DUE DATE Not Approved (attach comments) DATE: z;c `..;, � «�i•:^.;.Y.:: ��, ',ow, $ Nt"i .....a..: dii: :...u+ Dui :.lntl }r. , e.�x3Jn . L*a'ti7r ;' ; ;;$Y;;;.+AQ PERMIT NO „�D (" BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- construction 0 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Struct ❑ 00071 Mobile 1-Iome Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel 00095 Footing Drains [00100 Foundation Footings (00200 Foundation Walls ❑ 00250 Foundation Insulation 00300 Concrete Slab /Slab Insulation Ee,00350 Crawl Space [00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types [00700 Framing 0750 Roof /Ceiling Insulation ,00800 Floor Insulation Evir 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire ( 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special -Mom /Resist Cone Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 ' Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System a,pteit 02 6-24.,liceeF- 5oi-7 TENANT NAME: '4 lc0V, C`)tA":161-1060n CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ / 0 014 Readily accessible access to roof mounted equipment 015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof Q All construction to be done in conformance ‘v/approved plans ❑ "No work shall be done in addition to those modifications...” 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete ❑ 024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected ❑ 0027 Validity of Permit 0 02 Rack storage requires separate permit 003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit 0 03 Final approval for all TI w /in the limits of the SC Mall 0004 All mechanical work shall be under separate permit p 0040 All construction noise to be in compliance with 8.2 TMC ❑ 00 41 Ventilation is required for all new rooms & spaces 05 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot Plan Reviewer. Permit Tech: Date: 1 f r ze Date: q-IR -0l n �}:`:L iw?tlixml'.?41.a eti iAt ' ari'13:'yr '-i >Ni:':1'mg.e `d',n5� M1+�h:�Pxt7r1'�itiK�r�:� ACTIVITY NUMBER: D01 -282 DATE: 8 -31 -01 PROJECT NAME: HALFON CONSTRUCTION SITE ADDRESS: 16441 51 AVENUE SOUTH XX Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division � �,�V1 - Ct;P q r / - )I Public Works I 1 ~ II11 4 C 6 -w0-o DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions \PRROUTE.DOC 5/99 PERMIT COORD CO PLAN REVIEW /ROUTING SLIP 5'( Fire Prevention AGO` ei -ol Structural Incomplete 0114 Planning Division Na- x'4)1 Permit Coordinator DUE DATE: 9-04-01 Not Applicable No further Review Required DUE DATE 10 -02 -01 Comments: DATE: Approved ri Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PtVre r +1,(Ai l tY 'l 144 d rii4 DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: .,...1.11 ,St5'£.tfi. ::ii >�L Vtxtk0c 4 5 } ZtiY.�r Ya.i4. +, :.rk. ,,.s Lr;k:•a:vti :+,�eai r. fir k.!, },'e l;b ,441 i/A11i N :,i'iiJ� W CC 6_ 0 w =. U) w: w 2 g J; u. D. d . I- w s Z � Zo o o'- w O id 0 = ~ O F Z • Complete Comments: DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 ACTIVITY NUMBER: D01 -282 DATE: 8 -31 -01 PROJECT NAME: HALFON CONSTRUCTION SITE ADDRESS: 16441 51 AVENUE SOUTH XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #1 Revision # After Permit Is Issued CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions Yo.2 Approved Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-04-01 Not Applicable DUE DATE 10 -02 -01 Structural Review Required n No further Review e ired 1 DATE: Not Approved (attach comments) 1 DATE: q -1-4D( DUE DATE Not Approved (attach comments) DATE: i ifiNif.34.4 e 7•t1+.' r L�r�rat A . �Vi Date: September 7, 2001 Project Name: Halfon Construction Application #: D01 -282 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 1. Additional information is required to document compliance with the Washington State Ventilation and Indoor Air Quality Code. Each dwelling must be equipped with source specific and whole house ventilation systems. The requirements for source specific exhaust fans are noted in Section 303.3.1. There are four prescriptive methods for providing whole house ventilation. They are described in Sections 303.4.1, 303.4.2, 303.4.3 and 303.4.4. A copy of these code sections is attached. Please review, select a method that best suits your requirements, and indicate on the plans. End/ initial plan review comments. ACTIVITY NUMBER: D01 -282 DATE: 8 -31 -01 PROJECT NAME: HALFON CONSTRUCTION SITE ADDRESS: 16441 51 AVENUE SOUTH XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5,99 PLAN REVIEW /ROUTING SLIP 1 1 n n Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved A roved with Conditio REVIEWER'S INITIALS: , 3 CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 9 -04-01 Not Applicable n ri No further Review Required DATE: DUE DATE 10 -02 -01 Not Approved (attach co ments) DUE DATE Not Approved (attach comments) DATE: sY L4t;,`E:i + ?}��awttiiRi•C:;1;++ x;43 w' • 2 JU ✓ O CO 0 w I J I- wO . g a % tn w Z h-!. Z ILI Ili 2 • p O I- ▪ w vt H -- L i" O Z U N' O z ;ACTIVITY NUMBER: D01 -282 DATE: 8 -31 -01 PROJECT NAME: HALFON CONSTRUCTION SITE ADDRESS: 16441 51 AVENUE SOUTH XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE,DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-04-01 Not Applicable No further Review Required DATE: -` r U ( ~ ©` DUE DATE 10 -02 -01 J� Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 DATE: 8 PROJECT NAME: HALFON CONSTRUCTION SITE ADDRESS: 16441 51 AVENUE SOUTH XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ri Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: Please Route REVIEWER'S lNITlALS:/ APPROVALS OR CORRECTIONS: (ten days) Approved PLAN REVIEW/ROUTING SLIP Structural Review Required Approved with Conditions REVIEWER'S INITIALS: 111111■• WRROUTE,DOC 5/99 Fire Prevention Structural Incomplete n Fl CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-04-01 Not Applicable No further Review Required DATE: Og 104 DUE DATE 10-02-01 Not Approved (attach comments) DATE: 09'. /9 Not Approved (attach comments) DUE DATE 1 I DATE: gt,1,..AV; ' 0 .e.;JA ks:11 '■i,f;6..ii•.'44 -4'1,ItatVNa`,ir PART A: (TO BE COMPLETED BY APPLICANT) 1. 4 "ITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY Owner Name Halfon Construction Address: 15056 205th SE Renton 98059 Phone: 206 -510 -8596 H • Z' 6 U O u) COW Site Address (Attach map and legal description showing h ydrant location and size of main: , -I H Agent/Contact: Tom Brown Phone: 206 -510 -8596 • • See attached map for hydrant main locations 16445 51st Ave So Tukwila co LL; W O'! �J. u- < t— w , 1- 0 • • ZH;.• W LU V cH.. W W's 0!' Z:, 70' +- 0 .0 F; Z• 2. This certificate is submitted as part of an application for: O Residential Building Permit 0 Preliminary Plat ® Short Subdivision 0 Rezone O CommerciaUlndustrial Building Permit 0 Other . Estimated number of service connections and meter size(s): two - 5/8" meters • Vehicular distance from nearest hydrant to: Building Site see attached map for hydrant locations. ostt • Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. X Fire Marshall 1 Insurance Underwriter City Fire Marshall Other HIGHLINE WATER DISTRICT n Insurance Underwriter . Area is served by: Thursday, September 21, 2000 (Utility) PROJECT' # Owner /Agent's Signature Date: 9/21/00 RECEIVED CITY OF TUKWILA AUG 1 2001 PERMIT CENTER Page 1 of 2 n 2. Agency Thursday, September 21, 2000 PART B: (TO 13E COMPLETED BY WATER UTILITY) 1. This proposed project is located within I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT 206 - 824 -0375 TUKWILA (City/County) 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: Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of psi 3344 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Phone By: PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) Water Availability - Check one: Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. System is not capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) ?at) /KING Agency Phone By Date 9/21/00 Date Page 2 of 2 1 Meter Hang Fee: Size of Meter Statement of Charges DATE: 1 - / - 0 c ) Project Name /Location: 1 (- '('5 S l i\'iE 50 Scope of Project: oZ 5 F Local Facility Charge: 63, 700 . oo per l o r General Facility Charge: c , � o o , oo e r t o+ Service Installation Fee: a o oo • co per I o-k- Size of Meter Sig CONNECTION CHARGES: $ Sco • 00 pe c .$ /5j (000. 00 prO This statement of charges is based upon information provided by the project representative requesting Water Availability information. Connection charges must be paid in full before service /meter installation will be scheduled. Prepared By: Polly Daigle Date: 9 O o q b-1 �rt� Reviewed By: �,Gt�.�- �.,,� -- Date; H2ONET Report for 16445 - 51st Ave. S. @ hydrant #H2238 Date: Wednesday, September 20, 2000, Time: 15:09:33, Page 1 ::,NOTICE.: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR _THAN • THIS NOTICE IT IS aDUE TO THE QUALITY OF THE DOCUMENT ID Static Demand (gpm) Static Pressure (psi) Fire -Flow Demand (gpm) Residual Pressure (psi) Available Flow (gpm) Available Flow Pressure (Psi) 2018 12.24 91.69 1,000.00 82.57 3,344.10 20.01 H2ONET Report for 16445 - 51st Ave. S. @ hydrant #H2238 Date: Wednesday, September 20, 2000, Time: 15:09:33, Page 1 ::,NOTICE.: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR _THAN • THIS NOTICE IT IS aDUE TO THE QUALITY OF THE DOCUMENT L '1N3Wd8110 -MN •L£A OZ99 •0210 '00>i S11WIl I.IIO Od1 H I iZ L LC 0 01 Z LC '0210 S111NI1 1._I0 69C >./ 019 w l V 17 ZL00Zw Lc7..9 0 I V\ 176t W99 0 W 6L0 1 9Zti9 V 1IM>ifll 9060 ZtZ9 991 99'69 061. 89 -00z 211791 11 OSSZw 09'19L 99LLA S9LLA ZSBZw co ZSp a N X 0� tgail Ca 9i 9 L cS Co ttl ZZ•ZZ 9S9Zw t+I 9 VI I L96611 6 g,,, 9Ztr91 .SZ -- 4 X 695 IT IA L94.. n W w 0 El co CT) —1 o C N tiZ•SL N 4 , o O3 0t 6Z 1ZSZ L 898Zw St-t9 L 999Zw LZP9 SZw V9 L99Zw L £t9 l COED Zl•SS _J• c 0 C W a) c 9/L - 9 '£ - 179 :10dd1NO3 S$ 0z SL Y H 69 " 09 ,S1. c K 4a • 0 c o:o NI O w 4:. w a c o ° co 0 t 03 03 CDC (D N W 0 m COL =i Mops NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. GA CO OZ 00 Z N CP 09 La c 0 0 CO Cc i Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other , J l_7 Short Subdivision ❑ Rezone Proposed Use: VI. Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name TQ . � _ �� eo c Co. Phone(3 51 Property Address or Approximate Location: 1(�-4xu 5 1 - 1P� Legal Description(Attach Map and Legal Description if necessary): 1 ad\ Part B: (To Be Completed by Sewer Agency) 1. Era. Sewer Service will be provided by side sewer connection only to an existing ha i/ size sewer on feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an Improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) zr a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. "a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: T ,. *' D' / 1 c,,-f a. District Connection Charges due prior to connection: GFC: $ SFC: $ gD = UNIT: $ TOTAL: $ n53 (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) ,_ b. Easements: ❑ Required I May be Required c. Other: 'WORKING TOWARD A B ETTER ENVIR( NT'� • SSEWER DISTRICT .' OS AJJ - ) AA Title 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 2424527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR 0 Certificate of Sewer Non - Availability I hereby certify that a above sewer agency information is true. This certification shall be valid for one year from a date of si ,nature. k1i,. ' q Q7th Datq WA: N., .;Slc.i a1y::� s :' lily:' .•v: ?�<Y�ut�. ii��::5. &Ct;•wJra% September 10, 2001 Tom Brown 301 Earlington SW Renton, WA 98055 Dear Mr. Brown: Sincerely, enc I 1' City of Tukwila Department of Community Development Steve Lancaster, Director CORRECTION LETTER #1 Development Permit Application Number D01 -282 Halfon Construction 16441— 51st Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. 11uit Brenda Holt Permit Coordinator xc: File No. DO1 -282 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l y d Plan Check/Permit Number: D01-282 0 Response to Incomplete Letter # Response to Correction Letter # 1 0 Revision # after Permit is Issued Project Name: HALFON CONSTRUCTION Project Address: 16441— 51 Avenue S Contact Person: Tom Brown Summary of Revision: r�L e4J// -i A-75 - 5 Entered in Sierra on /9 Phone Number: Sheet Number(s): I' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by;,. 09/10/01 tirt,. r'. Y"! 1`!• tfd; t.... �rtrx' rn?;' ism1:: , SiBt'ist's;J,Yu:r,:rora�uc�ln� , a:;• 14,•?,.ViA r 4!:.; 44 1YS2rk ', ::*0..0i,K.'('Ii.':atk∎q. .S F)1-TtirrIztv oatn 5 k p#C tivAT&A rvi AA/ c "Do\ Fr, 4 VVJ4'-r'__ . \k 13.4---27 &-7—`B 47 cr_ e ‘c, "10 \' 1 c.) ii47 5 6- We 7153 g F -- ,A „ sw 4 bfl 0 _4314,t0771, 4c-ce 7.)ki VE ks - re) ■••,45;kir- SI sr Ave WA-Tak LEGAL 71 d") .e '77/E 607 €;?. ../96"/",. W. /A/ x//L/6 ccticd"Lry, AS L Ce eV? efr7 aWC.7 Ai •?-7— „"-- S'7" A 1"a 0 5 n7 A- • oA/ Axe. cag.sE, ri-Icyvvy - v(4 - 774 , ,y7 - ,s ° e? " .Vx.s ,/ _ 3,6c2 .?/ - /V ° i4 -2 . 7) A CC _ _ - -- r - gle7vce. Al /42 ' 4 e..?"g _ ce9A t ci lis/4 _A/ AB G 4 =/C - NA) EST' -"YE LOT rfrt v . - Ac-C-c7k7:7 _77 7 cwt./ k6- --. 777i. L .67‘_ 1 ‹a A/O/ '7_ 0.2-- 9 " ,44 6" 4 V/ - a - 577 eS'reqt 7 /44'3, Ca SAG ° " 60.• e)o r ; 77_77 ,0/ • /9 7:34.4- W/774 tf-/E-S 4_44/E A- 2 D. /5 /60. 7 - - 7 - 1ZwE :PC _ ; XA/c;:taW, __As krEE7- so4d7 . "1-r 673 14,- .2 4 47 c-ITY 647 ‘P44 At tA/6 i•Xg _ -24:;mr›,/ cva 0? 5' c:)." / Vae _ _ AAlz, #4 c)1/_& 7 .5e'ci777/ 2--e) 44 4 4.5 AteA_I 4 _ 77 4.4 ,s-A,b,k-7 &A A/c) C.-0/ — These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions 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 that** after this date will void this acceptance ind wilt noise a sesubmittal of revised drawings ±, for d *prod Final acceptance is subject to field inspection by • the Public Works utilities inspector. Date: 0 0 SCALE: 9 = /0 DATE APPROVED BY - PZ.0 4 4 r - DRAWN By REV.E0 , c. R:9'• /e3 -., dl R!c ^.5 at °.cl , _ �.. -,(�_R - REAR El E 'gr _T1 LEFT EL EVATION 1/4" CON 'G'' —CTCIR —ECK - SIC /=CIF / = \L' SLCF_ - 'CNC I- C NS = c C< C NC-77'E F . / — C ....."SIC ' ICNS.."V''t = :1 °Xlo" .S. ANC` MIME FRONT ELEVATION 1/4" 4 BEDROOM W/ BONUS ROOM SEPARATE PERMIT REQUIRED FOR: 5 MECHANICAL ELECTRICAL ,_.,// PLUMBING I�GAS PIPING CITY OF TUKWILA BUILDING DIVISION NCT CE: 'E R..WING -5 SET ='RT14 ON :;15 Vc • F ?UIL.ING- FLAN:1i -5 `aTRIMEVT CF AND °FiAL_ REi IAN -HE CRANE DEEC:4 NC. _ _' ANS ARE ^CPTRIC ITEC MATERIAL AND -N IR U - LIMITED cD C 'I-c CCNSTRUCTICN CE - "i RE WIT:.. N CNE "'EAR F JRC:iA.Sc Y :.E .IJRCnA_SEER c741. -CR .1 SP... IC uuIL:CINC FITT,. ANT J.. "" R EJ°c CF SAID WILD NG PLA,LS 'S 'TRIG RI20141.TED . WIT,:CUT +iE JARIT EN , ,.'9^,IS CN. CF CRANE DESIGN. NC... VlCL1+CR5 WILL :E N ' ,CURT =CR CCP!Qlc - FRN,EN r- NG_ ills =NE 5 UP -o +100ID0000 vICLATCRS WIL FAT ALL AT,CRNE7 C.CLIRT S RIT C CfMENECNS CN 74E. CRALLUINC.. SHALL ,AVE . R CJENC= OVER ECAL,, II';ENSiC`1 S SNAL_ ^ .,rI [ VERUC DE-ENSIGNS ANC Cz^1CITI r-.- ANN M G C "PE �C � ICR CR O - O eJING- TO - : !CCN.T RJC•ICN CANE C-N. NC: 1 $ 3E NC - 'IJ '..F N /ARIA CV F.Q GTt 714E R'2•IS(GV5 =NC /CIR C^IDn1CNS SHCW`1 CN -14E= CRAUANGE : AN7 - C. vAR1ATICN L .SOLVED BY CRANE E...N. TIC. °RICR TO PRODEECNG d11 TF> —E U1L7d( CR -I, CCNTRACTOR FPAL_ AC_e: T RILL RESP^NSISIL T'. =CR GCS+ C RECT.,'" aAME N - �E EVENT =V7 _:ASIL.. C CN CRANE EE-..N NC.: CUR LIAEILii :' "CU CR :=NT ,IRC PART" SHALL NCT ,RICE F.-CR CRANE DESN=N S PRODUCT. G T ELEVAT ON 4 REVISIONS NO CHANGES SHALL • BE ! • DE TO I 'E SCOPE OF WORK 1 mioUT °C"JAL OF TUB :LA BJtLCW C f Y r:OTE R_EMIONS WILL REIM. A NEW PLAN SLEANTIAL AND MAY WGLDE ADDmONM. PLAN-REVIEW FEES. ! VE CCK I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. n� nowlon- tractor's copy of app By Date Permit No ALE COPY Lam o "" ^ C .1 C' ^' "- a°`CX. G DACE /o ? ni ,OA ur rnecfrli 1..,. PLAN NUMBER 7030 CRANE DESIGN, inc. Reserves 411 Legal Rights To Matertat On The Sheet - Suoject T_ Criminal ?rosecutton 1 z -- - -- i.� - -- I L. - _ - 165x8' SCREE-NE FOUNDATfON VENTS (TYP.) 6 -0 I (TYP) 2 �1 O x10' F (i, A51 I ' -0' 30'x42'x8' GONG. P. H 2' -6 OCK LEDGE PT 6x6' POST FURED OUT TO 16 4 LINED W/ RIVER 4x6• POST W/ POST BASE ON 180x8' CONC. PIERS 1 24' 41x 10' GONG RAD{ A81 W/ LCB66 .8 0' 40 4x6' POST W/ POST B ASE ON 300x8' CONC. 191EIR5 -102 5' -0' 2 (SIM.) r 8" STEM 16" FTG. I NOTE: ! /Th REFER TO SHEET S -3A FOR �.� NUMBERED REFERNCE. CRAWL SPACE 6 MIL. BLACK vISQUEEN VAPOR BARRIER (6 -0'. 1i L � 9, ! ROCK LEDGE 16' -3 R.O. 20' -0' AB1 (TYP.) 18'x24° CRAWL SPACE ACCESra x10' DF (TYP) ' FURN KNOCKOUT G ,4t2AC. E: 4 CONC. SLAB 0/ COMP. FILL SLOPE FLOOR 3' TOWARD DOORS (SEE ELEV.) FOUNDATION PLA'! , "! 1/ 99 1 -102 I (5,M.) s' S ! M ! S! 16' IF TS. G- 1 i NOTE: I CONTRACTOR TO CHECK AND VERIFY SOIL AND SLOPE CONDITIONS PRIOR TO CONSTRUCTION I CRANE DESIGN SHALL BE NOTIFIED OF ANY 1 CHANGE DUE TO CONDITIONS ON SITE!! 1 FOUNDATION NOTES • ANCHOR BOLT WASHERS SHALL BE 2'x2'x3/16'. • ANCHOR BOLTS SHALL EXTEND 3/4' MIN. ABV. DBL. OR SINGLE MUDSILLS FOR WASHERS 4 NUTS. • ALL INTERIOR POSTS e CRAWL SPACE SHALL HAVE POSITIVE TOP 4 BOTTOM CONNECTION. • ALL FOOTINGS o PERIMETER OF FOUNDATION SHALL BE BACKFILLED. UN.O. • CRAWL SPACE TO HAVE 18•x24' MIN. CRAWL SPACE ACCESS. • CRAWL SPACE 4 CONCRETE SLAB o I BASEMENT TO HAVE 6 MIL. BLACK VISGUEEN VAPOR BARRIER. • BUILDER/CONTRACTOR TO VERIFY FUN. t DOOR KNOCKOUTS PRIOR TO CONSTRUCTION. • ANY FOUNDATION OPENINGS TO BE MN. 8' AWAY FROM ANY HOLDOWN. • MIN. CLEARANCE FROM SOIL TO JOIST TO BE I8', 12' FROM BEAM. TSE LEGEND HOLDOWN PER SCHEDULE SW — = SHEARWALL PER SCHEDULE 46 — = ANCHOR BOLT PER SCHEDULE I = STRUCTURAL DETAILS PER J TEE SHEET(S) FOUNDATION VENTILATION 16 "XS' SCREENED FOUNDATION VENTS = 125 SQ IN. 1120 'F12. 150 = 10 IN • 12 2 ° -O IN / 128 = 10] VENTS REQUIRED PROVIDE ( 11 ) 16•x8' VENTS Sa CRANE DESIGN, lab Reserves All Legal Rights To Material Ca This Sheet - Subject To CrtmEal Prosecution ko (TYP.) 3• -104' 4° 471:2G1- DINING ROOM 6 ARCHWAY (SIM) 4' -3' } 4 '-3' 15'_0• NOOK BLDG LN ABV BLDG LN ABV 2'- 4',I' -10' RI R RICK TYP >. ARCH ABV. 36' H. RAIL 4' CONC SL, SLOPE FLOOR I /S' SC. WD. DR .IS AFF ON DBL. W SELF CLOSER LAYER 3/4' PL YWD. (1 IG-4T FITTING) el� SWI ALL WALLS AND CEILING UNDER I I UPPER FLOOR TO NAVE 3/8' TYPE 'X' ale UP TO ROCF I f SHEATNING-..(TAPE 4 FINISH) B / -tOMP. FILL 3' OWARD DOORS . 16° Sm O.H.D. T (SAF.IGL.) �4 3 El PT 6x6' POST PORED OUT TO 16' 4 LINED W/ RIVER ROCK SW2 BLDG-. LN. AB'v. MAIN 40' -0' 40' -0' CD FLOOR PLAN (W/ BONUS ROOM) . NOTE: O REFER TO SHEET 5 -3A FOR 'NUMBERED REFERNCE. Sa S0 xax I MFG. GAS 'DIRECT VENT' F/P INSTALL PER MANN. SPECS FAMILY ROOM 1/4" 4• -•' 5W2 0 X •11 El GENERAL NOTES • ALL HEADERS TO BE: 6x8 DF• (2)6 STUD WALLS) (LINO.) 4x10 DP2 (2x4 STUD WALLS) CUN.O.) • ALL EXTERIOR t GARAGE WARM WALLS TO BE 2x6 STUDS. (UN.O3 • CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. • SEE SHEETS S -1 THROUGH 5 -4 FOR CONSTRICTION AND NAILING SPECIFICATIONS. • GUTTERS 4 DOWN SPOUTS TO BE PROVIDED AS REQ. BY CODE. • ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE MUD SILLS FOR WASHERS AND NUTS. • EXTERIOR DOORS TO HAVE MAX. 8' STEP WITH MIN. 36' DEEP LANDING PER SEC. 10033.1.6 U.B.C. • PROVIDE FIRE STOPS e ALL CONCEALED DRAFT OPENINGS PER SEC 1082 U.S.C. • ALL SHOWER ENCLOSURE DR. TO OPEN OUT, IF NOT SLIDING, TO BE SAFETY GLASS. • PROVIDE Sx POST OR 6' CONC. CURB TO PROTECT HOT WATER HEATER 4 tR-1RNACE FROM VEHICLES. • 48' MIN. LAP SPLICE a DBL. TOP PLATE SECTION 2320.112. SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED IN ALL SLEEPING ROOMS t AT A POINT CENTRALLY LOCATED IN A HALL OR AREA PROVIDING ACCESS TO A SLEEPING: ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, HOT WIRED 4 INTERCONNECTED W/ BATTERY SACK -UP. WALL LEGEND ® 2X6 WALLS - 2X4 WALLS ELECTRICAL OUTLET AND LIGHTING LAYOUT BY OILER LIVING AREA MAIN FLOOR: UPPER FLOOR: 1503 SQ. FT. 1433 SQ. FT. TOTAL: 2615 SQ. FT. BONUS ROOM: 208 SQ. FT. GARAGE: 420 SQ. FT. GLAZING: (308/2615) 120% TSE LEGEND HOLDOWN PER SCHEDULE SW_ = SI-4EARWALL PER SCI- IEDULE AB = ANCHOR SOLT PER SCHEDULE = STRUCTURAL DETAILS PER TSE SHEETS) CRANE DE81GN, :nc. Reserves All Leeal eights To Material On This >,jecs To Crftninal Prosecution .1.17C. A u MI.. Gina ii n_ Pilro T.. �.. .• - ...•�� fil Q PARALLAMS JOISTS UNDER WINDOW EDGES FLOOR FRAMING PLAN 1/4" (4 BEDROOM) 1 d) 0 Q 1 q 4 a_ w NOTES: I. ALL FLOOR JOIST TO BE 111,50 SERIES TJI'S JOISTS 16' O.C- UNLESS NOTED OT={ERWISE 2- SOLID BLOCKING NOT TO EXCEED 0.0. 3. ALL BEAMS ABOVE PLATE TO !-IAVE `?FG. MTL. DANGERS. TSE LEGEND � HOLDCWN PER SCI- IEDULE SW_ = SHEARWALL PER SCHEDULE AB_ = ANCHOR BOLT PER SCHEDULE = STRUCTURAL DETAILS °ER TSE SHEET(S) ck ow' tS • FL. FRAME SHEET Pe?w - 0 h !! l 'x10- 2--FV3 G- id 5‘, Q — - _ -� -_� r12' l _E2._ _ I '1 If 1 ! _ � , I 1. I i 1 - 1 E -1 I ,!, 1 1 ielp- I - - 8i�i?sl_ - — i i I x1 <' i F wriivelvd aaz' tix • d ill ti �! t v sort] %iI � im - I � l 1 le I A . II -1 I i 11 1 4,10'47 =_ - I _ - I 1 1 12'_ .11G'i 'lI< 7i 'xS 2,,F"2I c I I J - l r 1174711 11 q is , 3 � �. —__- 9,7.10 - i I 1!1 I K 1 tf; V i 1 , : . CRANE DE81GN, :nc. Reserves All Leeal eights To Material On This >,jecs To Crftninal Prosecution .1.17C. A u MI.. Gina ii n_ Pilro T.. �.. .• - ...•�� fil Q PARALLAMS JOISTS UNDER WINDOW EDGES FLOOR FRAMING PLAN 1/4" (4 BEDROOM) 1 d) 0 Q 1 q 4 a_ w NOTES: I. ALL FLOOR JOIST TO BE 111,50 SERIES TJI'S JOISTS 16' O.C- UNLESS NOTED OT={ERWISE 2- SOLID BLOCKING NOT TO EXCEED 0.0. 3. ALL BEAMS ABOVE PLATE TO !-IAVE `?FG. MTL. DANGERS. TSE LEGEND � HOLDCWN PER SCI- IEDULE SW_ = SHEARWALL PER SCHEDULE AB_ = ANCHOR BOLT PER SCHEDULE = STRUCTURAL DETAILS °ER TSE SHEET(S) ck ow' tS • FL. FRAME SHEET Pe?w - 0 LOCATION MINIMUM 25 LUG. KITCHEN FAN (i ) 100CFM BA 1 - 11 ' .,.... i FAN ( ( 2 ) ( 1 1 1 1 - 1 P ) 30CR LAUNDRY =AN ( 1 ) I 50CFM / S WHOLE FAN 0 5•• - -2 bedrooms) (choose ) _ _.. (3 bedroom, 00CFM (4 bedro ) 1 120CFM (5 bear° s) OTE: I00CFM WI-IDLE HOUSE FAN WITH 24 HOUR TIMER SWITCH HOT WIRE AND UNDERCUT DOOR FOR AIR PASSAGE TYPICAL. DATE 04!01 DRAWN: TAS CRANE DESIGN, Inc Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution WI 12'-6' BEDROOM 2 e 5I -PASS BEDROOM 3 e51-PASS BEDROOM 4 119v5D • FLAT CLG- LN bWMT S 3 XO (SG) AK TUB R OWN 36' H GUA L OFT FREE STAND IN G- L INEN MASTER BED ROOM DG. LN. EL OW 3' -5' 9 X0 X ( HERS' SWl 4' - SW4 5' -II' 2 1 2 SW2 SWl I SWl 14' -5' UPPER FLOOR LA 1/4" (4 BEDROOM W/ BONUS OPTION) NOTE: O REFER TO SHEET S -3A FOR NUMBERED REFERNCE. 1 1 3 -5 2 2' -6' i 1. SW2 VENT < WI e WALL LEGEND MEM 2X6 WALLS 2X4 WALLS ELECTRICAL OUTLET AND LIGHTING LAYOUT BY OWNER GENERAL NOTES • ALL HEADERS TO BE: 6x8 DP2 (2x6 STUD WALLS) (UN.OJ 4x10 DP2 (2x4 STUD WALLS) (UN.O.) • ALL EXTERIOR t GARAGE WARM • WALLS TO SE 2x6 STUDS. CUN.O.) • CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. • SEE SHEETS S -1 THROUGH 5 -4 FOR CONSTRUCTION AND NAILING SPECIFICATIONS. • GUTTERS 4 DOWN SPOUTS TO BE PROVIDED AS REQ. BY CODE. • ALL BOLTS MUST EXTEND 3/4' MIN. ABOVE DOUBLE OR SINGLE MUD SILLS FOR WASHERS AND NUTS. • EXTERIOR DOORS TO HAVE MAX. 5' STEP WITH MIN. 36' DEEP LANDING PER SEC. 10033_Ib U.B.G. • PROVIDE FIRE STOPS e ALL CONCEALED DRAFT OPENINGS PER SEC. 1052 U$.C. • ALL SHOWER ENCLOSURE DR TO OPEN OUT, IF NOT SLIDING, TO SE SAFETY GLASS. • PROVIDE 6x POST OR 6' CONC. CURB TO PROTECT HOT WATER HEATER 4 FURNACE FROM VEHICLES. 48' MIN. LAP SPLICE s DBL. TOP PLATE SECTION 2320.112. SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED IN ALL SLEEPING ROOMS 4 AT A POINT CENTRALLY LOCATED IN A HALL OR AREA PROVIDING- ACCESS TO A SLEEPING ROOM ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, HOT WIRED d INTERCONNECTED W/ BATTERY BACK -UP. TSE LEGEND ( A4OLDOUN PER SCHEDULE sw_ = SHEARWALL PER SCHEDULE AB = ANCHOR BOLT PER SCHEDULE = STRUCTURAL DETAILS PER TSE SHEET(S) Doi -z8 Z. *i t*v aJo1 I Fb�C foU VaT1ti i w r e - r e o GUf v7 - ?uj Az2 5(151 66t_ i _D e v11 y 1,01714 V. Regoi wt 6t-D WctLk SPP1 CS 1}TED L OF 070301 CRANE DESIGN. Inc. Reserves All Leoal Right* To Material On This Sheet - Subject To Criminal Prosecution (TYIP) SCISSOR TRUSSES 2 00.1 MFG TRUSSES S 24 00. (TYP.) STUB TRUSSES . 24' 00. ROOF FRAMING PLAN 1/4" (4 BEDROOM W/ BONUS ROOM) NOTE (Th REFER TO SHEET 5-3A FOR NUMBERED REFERNCE. 12 ' 0.1-1. MFG. sc:esoR TRUSSES 2 O.C. TRUSS NOTES SHALL CARRY MANUF. STAMP 1 BE INSTALLED 4 BRACED TO MANUF. SPECS. WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEFT. APPROVAL OF ENGINEERING CALCS. S4-IALL HAVE DESIG4 DETAILS 4 DRAWINGS ON SITE FOR FIELD INSPECTION. ALL BEAMS 4 HEADERS TO BE 6 X 5 OR BETTER UN.O. PROVIDE SCENE D BLOCKING OVER SUPPORTS. SHADED AREAS RAt-1E OVER ROOF NOTE-5: MATERIAL COMP. ROOFING PITCH: AS NOTED OVERHANG.: AS NOTED FASCIA: 15E ' RS. ROOF S1-4EATI-4ING TO BE I/2' MIN. SPAN RATED (24/16) UJITH Sd COMMON NAILS SPACED 6' c/c AT PANEL EDGES AND 12' c/c IN FIELD. USE A SIMPSON Ni '' ANCHOR AT EVERY OTHER TRUSS. TSE LEGEND 1::=YHOLDOLL14 ER SCHEDULE SHEARWALL PER SCHEDULE AS_ = ANCHOR BOLT PER SCHEDULE 0 = STRUCTURAL DETAILS PER TEE EHEETCS.) ATTIC VENTILATION 1600 SQ. FT. 14 / 300 = 480 SQ. IN. LOW - PROVIDE 255 5Q. IN. 4-/- 4-4IG.14 - PROVIDE 255 SQ. IN. -i- lit)ba-211 11 SE P 19 2991 tkoiED ,r 2:70, DATE: 04/01 TA5 ROOF RAN NUMBER 070301 ECiION CRANE DESK- Al. Reserves A11 Legal Right. To Material On This Sheet - Subject To Criminal Prosecution COMPOSITION ROOFING.. ON I5" FELT UNDERLAYMENT ON 1/2' CDX SHEATHING SECTION THRU 1/ 1 6 MIL. FLACK VISOUEEN TOP OF RIDGE 5/5' G.W.B. CLC . 1/2' G.W.B. o WALLS BEDROOM 4 _:\ /!NG <O01''! 3 /4'T4GPL"1.1.D (GLUE E NAIL) DINING ROOM INSULATE FEF2 OWE BEDROOM" 2 Ki i CI-=EN l 44:4i ill 2x10' HF"2 J isTs 9 16 CRAWL SPACE 1ST FL. PIN_ FL APPROX. GRADE 41 2ND FL. TOP PL. 18' O.H Co t ip ry m 2ND FL FN. L. s iST FL. TOP L. • 2 X 6' STUDS e '6' . MA"_ 24' 0.01) 7/16' OSB_ W; vAPOR 3 (MA'-'. R n 0 crt NOTE: REFER TO FRAMING PLANS AND SHEETS 51 THRJ 54 FOR TYPICAL CONSTRUCTION AND DETAILS. WEATHER PROTECTION UNDER ROOF MATERIAL EXTERIOR SIDING AS PER SEC. 1402 U.B.C. TYPICAL INSULATION: (UNLESS OTHERWISE NOTED) CEILING: ELECTRIC - R - 38 GAS - R - 30 WARM WALLS R - i3 (2x4' WALLS - R -13) FLOORS: ELECTRIC - R - 30 GAS - R - 1$ tom ', 70301 i (7 0 0 z 444 Nation Wide Toll-Free 1-877-642-3675 KENT - 19115 W. Valley Hwy. 01102 dillk (425) 655-0559 CRANE DESIGN, INC, WYWTHFP r P 1111,1N / / / / / / / / / / / / / CRANE DESIGN, net Reserves All Legal Rights To Material On This Sheet - Gubjt To Criminal Prosecution 2x12 RAFTERS 24 O.G. / (W/ BONUS ROOM) ATTACI-I LOWER I ROOF TO UPPER WALL PER LEDGER / DETAIL 'F,(TTF) MFG TRUSSES 24' O.G. 1.1ill-IEEL TO MATCH FASCIA 7 1- 'S 50' -0' Io / / - FAMIL'i ROOM 2 EFVTOS +18 AFF ON DBL. LAYER 3/4' FL SW1 ALL WALLS AND CEILING UNDER / UPPER FLOOR TO HAVE 5/S T X au5 u TO ROOF / SHEATHING. (TAPE i FN 1 — 6x6' POST TTPE '' p R I il , CB66 : , - 1 `--._ 6. AfAG ! I c.4,4r e,'E,km / I \ / 4' CONC. SL 0/ COMP. FILL SLOPE FL e . 9 3 DOORS 1 / \ / \ ---- -..,, 1/ ..---- V N lerrr-0' .,1X6,X` 30'-0' r - y WASH i (1, 3 t X I " , LALINJ a_ lea 2- NOTE: O REFER TO SI-IEET S-3A FO • NUMBERED 1REFERNCE. SW1 EP e II JI 8' -0' ROOF FRAMING PLAN 1/4" MAIN, FLOOR PLAN 1/4" (3 CAR OPTION) (OPP'.) L IVING AREA MAIN FLOOR: UPPER FLOOR: 1134 SQ. FT. 920 SQ. FT. TOTAL: 2054 SQ. FT. BONUS FROOM: (OFT) 232 SQ. FT. GARAGE : 628 Q. FT. GLAZING: (30E3/2054) 15.0% I AI H !6 SCREENEE:51 FOUNDATION VENTS SEE PAGE 2 OF 7 FOR PIER AND POST PLACEMENT CRAWL SPACE / 6 MIL. BLACK VISQUEEN VAPOR BARRIER - 2 30' -0' 4• CONC. SLAB 0/ COMP. FILL SLOPE FLOOR 3' TOWARD DOORS F - 1 L J 36 '*xi2 CONC PAD W/(3) 4 EA. L® 10 I6'-3' R.O. 8' -3' RO. MIN. 36' DEEP LANDING KNOCK OUT FOR 3 DOOR FOUNDATION PLAN 1/4" (OPP.) CAV sEp 19 2001 k$ WED /414 ' 2.0 1-4 01 a 0 7 • PLAN llUa8EFt (17r1fACI-1- SHEARWALL SCHEDULE MARK SHEATHING SHEATHING EDGE NAILING SHEARFLOW NAILING REMARKS THICKNESS SW1 15/32" PLYWD ONE SIDE 8d O 6' c.c. 16d O 8" o.c. 3' HE SW2 1O /3 " PLYWD Sd 0 4" o.. 15d 0 5 1/2' .... r12 STHDIORJ SW3 15/32 PLYW'D ONE SIDE 8d ® 3' 0.c. 16d 0 4- o.c. SEE NOTE 5. NOT USED SW4 ONE SI DE ELYW D ONE SIDE 8d O 2" o.c. 16d O 3" o.c. SEE NOTE 5 S'15 15/32T PLYWD EACH SIDE 8d C 4- o.s. 16d 0 5 1/2" U.S . 2 ROWS SEE NOTE 5 NOT USED SW6 15/32" PLYW D EACH SIDE „L., O 3" o.c 16d O 4' o.c. 2 ROWS SEE NOTE 5. 3 -1/2 SW7 15/32 PLYWD . EACH SIDE 8d O 2" o.c. o. 16d C 3' c. 2 ROWS SEE NOTE 5. NOT USED HOLDOWN SCHEDULE MARK HOLDOWN (SIMPSON) WALL SAID ANCHOR BOLT REMARKS THICKNESS SPECIE NAILS /BOLTS H1 HPAHD22 3' HE 16 -16d r12 STHDIORJ 3" HE 28 -10d H3 T"irID14RJ 3' HF 38 -1 04 PHD2 _ HF 10 -SOS 1/4'x3' SCREWS $51020 NOT USED HS HD8A 3 -1/2 DEL (3) 7/8• o SSTB2B NOT USED H5 00100 3 -1/2 DEL (4) 7/8' a SSTB28 NOT USED STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE UNIFORM BUILDING CODE AND STANDARDS. 1997 EDITION (UBC '97). AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. .) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS. MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS `I ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES. ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA FLOOR LIVE LOAD 40 psi (with other live loads "n accordance with UBC '97. table 16 -A) SNOW LOAD 25 psf WIND VELOCITY 80 mph / Exp B SEISMIC ZONE 3 FOUNDATIONS: F OOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED. PROPORTIONED, CONVEYED. AND PLACED iN ACCORDANCE WITH UBC '97, UBC '97 STANDARDS AND ACI -301_ MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 2500 psi. - REINFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER UBC '97 AND ACI -318. INTERSECTING. CONCRETE WALLS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE WALL HORIZONTAL REINFORCEMENT. WOOD ROOF TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANSI/TPI 1 -1995 "NATIONAL DESIGN STANDARDS FOR. METAL -PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND UBC '97. METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSED AND SHEAR FRAMES. ARE TO 3E PLANT FABRICATED BY A MANUFACTURER IN COMPLIANCE WITH UBC '97 SECTION 2321. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING rDENTIFIED ON THE TRUSS PLANS. PLYWOOD DIAPHRAGMS: ROOF SHEATHING OF SIZE SHOWN ON THE ARCHITECTURAL PLANS :5 TO BE SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON O 6" c.c. AT ALL EDGES AND 8d COMMON O 12" A.A. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB - FLOORING) OF SIZE SHOWN ON THE ARCHITECTURAL PLANS IS 70 BE SPAN RATED 16 o.c. T &G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON O 6" o.c. AT ALL EDGES AND 0d COMMON N 12" o.c. AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -SE COMPANY, NC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY. SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSS A C NECD O TH LATE LIN WITH E ) SIMPSON Hi HURRICANE T IE TO AT AE A MAXIMUM TE OF T 4 " -0" o NAILS E ARE COM F WIRE_ WOOD FRAMING: 2x LUMBER TO BE HF #2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF #3 WHcRE NOT SPECIFIED ON THE PLANS: a.) COLUMNS N WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d O 12" c.c. (UNLESS NOTED OTHERWISE) 5.1 FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS_ d.) WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF c' -Q° APART AND SPIKED TOGETHER IN THE SPUCED ZONE WITH A MINIMUM OF 6 -16d SINKERS. e.) WOOD IN CONTACT WITH THE `NEATHErR, SOIL CONCRETE OR MASONRY 5 TO BE PRESERVATIVE TREATED. 1.) ISOLATED COLUMNS ARE TO HAVE "CC' TYPE COLUMN CAPS. COLUMNS N WALLS ARE TO HAVE "AC ° . "LAC', OR "PC" TYPE POST CAPS. O FRAMING DETAIL SHEARWALL PER FLAN Si; BALL EDGE NAILING RIM JOIST PLYWOOD FILLER SHEARWALL EDGE NAILING NOTES: 1. SCHEDULE 15 BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES 3 A 4. AND ON WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS 0 24 o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 3/8" OR 7/16" PROVIDED STUDS ARE O 16" o.c. MAXIMUM. 4. SHEATHING IS TO BE DIRECTLY APPUED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3. 5114. SW5. SW6. & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAJUNG AT INTERMEDIATE SUPPORTS IS TO BE 8d N 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. MARK ANCHOR BOLT SCHEDULE SILL PLATE ANCHOR REMARKS AB1 1/2' AU. A.B. 0 32" o.c. AB2 11/2" dia. A.B. A63 11/2" dia. A.B. O 9" o.c. NOTE: 1.) ANCHOR BOLTS ARE I/2' dia. O 48" Al. . UNLESS NOTED OTHERWISE ON PLAN. 2.) WASHER TO BE 2 z x 3/16" ?HICK PLATE WASHES SHEARFLOW NAJUNG PER SHEARWALL SCHEDULE -FLOOR SHEATHING 2x6 P.T SILL PLATE w/ ANCHOR BOLT PER PLAN FOUNDATION w/ REINFORCEME6 PER LOCAL JURISDICTION O FRAMING DETAIL (OPTION) FLOOR JOIST (JOISTS MAY BE PERPENDICULAR TO WALL) NOT USED SHEARWALL EDGE NAIUNG FOR CONN. OF SHEATHING TO HOEDOWN STUD (TYP_) _ 2x6 STUD w/ 10a 0 3o.c. FULL LENGTH (STAGGERED) FLOOR TOP OF CONC. WALL V TOP OF FOOTING V L 6° . n UPPER FLOOR SHEARWALL PER PLAN MBA FLOOR SHEARWALL EDGE NAUNG MAIN FLOOR SHEARWALL PER PLAN (SHTG NOT SHOWN FOR CLARITY) (2) 2x6 OR 4x6 HOEDOWN STUD ® HOLDOWN DETAIL 2x B L OC K / 0 TYPICAL ROOF TO WALL CONNECTION UPPER FLOOR -. SHEARWALL EDGE NAILING SHEARWALL EDGE .NAJUNG SHEARWALL PER PLAN SYM. I AB'T SHEARWALL PER PLAN STRAP TYPE HOLDOWN PER PLAN #4 MIN. RENF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL oT: CONCRETE d FOOTING ROOF SHEATHING MFG. ROOF TRUSS OR ROOF RAFT RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN - 4 BENT AND EMBEDDED IN FOOTING SIMPSON HI AT EVERY OTHER TRUSS OR RAFTER UPPER FLOOR SHEARFLOW NAILING PER SHEARWALL SCHEDULE MANUFACTUREO. RIM BOARD FLOOR SHEATHING WALL TOP PLATES Tg• (JOIST MAY HE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL m '+ SHEARWALL PANEL EDC£S FOIBLE ONTO COMMON MEMBER BETWEEN UPPER AND MAIN FLOORS_ FULL DEPTH BLOCK 2x6 BLOCK BETWEEN JOISTS AND NAIL w/ 10d © 4" o.c. FROM BLOCK TO TOP PLATE DBL. TOP PLATE SHEARFLOW NAILING 3/4" APA RATED—, SUBFLOOR 1 0 0 4' o.c. � 3/4 " =1' - TYPICAL DETAIL AT GABLE END -ER SHEARWALL SCHEDULE PER PLAN C OFFSET SHEARWALL DETAIL SHEARWALL DETAIL ' "\ SHEARWALL DETAIL (OFTrN) SHEARWALL PER PLAN UPPER FLOOR SHEARWALL EDGE NAILING RIM JOIST MAIN FLOOR SHEAR - FLOW NAILING PER SHEARWALL SCHEDULE MAIN FLOOR SHEARWALL EDGE NAILING SHEARWALL PER PLAN (SHEATHING NOT .SHOWN) 1 11 II II 1 WALL OPENING REINFORCEMENT AT SHEARWALL 1/2 " -1 -0" 10d O 4" o.c.- UPPER FLOOR V WALL TOP PLATES J SHEARWALL PER PLAN ( LEDGER DETAIL ! / 1'.1 -D' FULL DEPTH < BLOtIRNG FLOOR SHEATHING FLOOR JOIST PER PLAN EDGE NAILING MAIN FLOOR SHEARWALL PER PLAN NAIL SNELOWNG TO 6LOCK5 AS FOR SHEAIIAL EDGE NAILING 1 TIE STRAP: SIMPSON LSTA21 w/ 10d x 1 -1/2' NABS (TYPICAL) KING STUDS ax2 FLAT BLOCK O OKAL) SHEARWALL DETAIL ( - r'•-• ryOF�� ',Fur/ ENGINEERING 12810 N.E 178 St 4Supe 101 Woodinv0le. WA. 98072 -8702 925481-6601 - FAX: 481 -6371 project title: PLAN #070301 TSE #3491 sheet title: STRUCTURAL - NOTES AND DETAILS revisions: designer: drawn checked: P date: 08/1 scale: AS NOTED file: 4 KR KR 3491 -1 { 2) S ILL 2 PLATES Id 22 I/2" MIN. J WALL STUD. DBL STUD MAY 9E REV O. SEE PLAN. TIE STRAP PER PLAN RIM JOIST CONTINUOUS HEADER (PER PLAN) tl L L 8d 0 O.C. 2 ROWS SYM. I ACT =TRAP TE: SMPSON MST27 'W/ (16d) 8 GA x 2 -1/2 NAILS (MAY BE APPLIED OVER SHEATHING) 7/16 SPAN RATED SHEATHING 24/0 MIN. W/2 ROWS OF 8d 0 o.c AT PANEL EDGES (I ROW OF NAILS 0PIO EACH 5010 AND SILL PLATE). IF PANE S NOT CONTINUOUS. BLOCK PANEL EDGE w/A SINGLE LAG AND ATTACH EACH PANEL EDGE -0 ALDER w/2 ROWS OF 8d 0 'a.. HOLDOWN PER PLAN /2• dia. x '0 LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/I6 THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONDNUOL.S 'DOTING PROVIDE ' - f4 18•I OOWE_ FROM FOOTING INTO WALL AT EACH HOLDOWN 0 LATERAL RESTRAINT PANE_ SHEARWALL (SHTG NOT SHOWN FOR CLARITY) JSE SHEARWALL EDGE NAILING FOR CONNECTION OF SHED TO EACH STUD SHEARWALL UPPER FLOOR SUB - FLOORING V i a NO ET - IF HEADER w INTERVENES. WRAP ..,A P. STAAP TO - o HEADER AND TIE w HEADER AT EADH END TO WALL STUDS AGLOW W/ (1) MST27 USE SHEARWALL EDGE NAILING FOR CONNECTION OF W TO EACH SKID .TYPICAL FLOOR TIE DETAIL (2) 2 x SILL P LATES TI 11 22 1/2" MIN. (M LATERAL RESTRAINT PANEL WALL OPENING mar TO SGV.E CONTINUOUS HEADER (PER PLAN) 2 ROWS SHEARWALL PER PLAN 8d 0 3" O.C. (SHEATHING NOT SHOWN) STRAP TIE SIMPSON MST27 W/ (16d) 8 GA. x 2 -1/2" NAILS (MAY BE APPLIED OVER SHEATHING) 7/16 SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 3d O 3"o.c. HOLDOWN PER PLAN 1/2 dia. x 10 LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/16" THICK PLATE WASHERS CONCRETE FOUNDATION WALL x/ CONTINUOUS FOOTING PROVIDE 1 - 4 18 DOWEL 5 =ROM FOOTING INTO WALL AT T CH HOLDOWN --- WALL TOP PLATES -- MAN ( MIN. ) CONTINUOUS 'HALL STUD (TYP. EACH SIDE OF OPENING) STRAP TIE: CSI8 w/ 9 -1Cd COMMON NAILS EACH BLOCK 4x2 =LAT BLOCK (TYP.) NAIL SHEATHING TO BLOCKS AS FOR EDGE NAIUNG•OF SHEARWALL NOTE: 3 WINDOWS AT SIM REINFORCEMENT AT SHEARWALL HEADER PER PLAN } lE DER ICE RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PLAN GRADE TIE STRAP: SiMPSON MST27 w/ 30 -16d NAILS 3/8" PLYWOOD w/ NAILS 0 3" o.o. 4x POSTS CR (2) 2x STUDS 3x 3LOCKINC 0 PLYWOOD JOINTS NOT A LATER/4_ RESTRAINT PANEL O FRAMING DETAIL FOUNOATKIN W/ RENF. PER LOCAL JURISDICTION SHEARWALL / FL OORTIE DETAIL SHEARWALL PER PLAN Ill SHEARWALL PER PLAN I�� ! SHEAR FLOW NAIUNG PE SSHELRWALL SCHEDULE PER SHEARWALL SCHEDULE : SHFARWALL EDGE NAILING S NG " �I SHEARWALL EDGE NAILING DOGE I FLOOR JOIST PERPENDICULAR TO RIM JOIST JOIST PERPENDICULAR TO BEAR ON LIUDSILL w/ IIT I 1 SOLID T �OCKBIG BETWEEN JOIST. SHEARWALL I�I SOLID BLOCKING JOIST. !I ATTACH BLOCK AS INDICATED BELOW EDGE NAILING �_ ! ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR:. ANCHOR BOLT �� FRAMING ANCHOR: FOR 5W5, USE A35F 0 T6 o.c. PER PLAN FOR SW5. USE A35F 0 16 c.d. FOR SW6. 115E A35F O 12. o.c FOR SW6. USE A35F 0 T2" o.c. FOR SW7. USE A35F 0 9 o.c GRADE FOR SW. USE A35F 0 9" o.c. 2x6 SILL PLATE / Sleet .4•11s ENGINEERING 12&10 N.E. 178 Sf. 4Suite 101 Woodinville, WA 98072 -8702 425 481 -6601 • FAX:481 -6371 project title: revisions: PLAN #070301 TSE #3491 sheet title: STRUCTURAL NOTES AND DETAILS checked: TAP date: 08/16/01 scale: AS • NOTED 3491 -2 designer: HEADER HEADER _ \ / / N / TYPICAL WINDOW OPENING � \ /j/ \ / TYPICAL WINDOW OPENING { 2) S ILL 2 PLATES Id 22 I/2" MIN. J WALL STUD. DBL STUD MAY 9E REV O. SEE PLAN. TIE STRAP PER PLAN RIM JOIST CONTINUOUS HEADER (PER PLAN) tl L L 8d 0 O.C. 2 ROWS SYM. I ACT =TRAP TE: SMPSON MST27 'W/ (16d) 8 GA x 2 -1/2 NAILS (MAY BE APPLIED OVER SHEATHING) 7/16 SPAN RATED SHEATHING 24/0 MIN. W/2 ROWS OF 8d 0 o.c AT PANEL EDGES (I ROW OF NAILS 0PIO EACH 5010 AND SILL PLATE). IF PANE S NOT CONTINUOUS. BLOCK PANEL EDGE w/A SINGLE LAG AND ATTACH EACH PANEL EDGE -0 ALDER w/2 ROWS OF 8d 0 'a.. HOLDOWN PER PLAN /2• dia. x '0 LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/I6 THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONDNUOL.S 'DOTING PROVIDE ' - f4 18•I OOWE_ FROM FOOTING INTO WALL AT EACH HOLDOWN 0 LATERAL RESTRAINT PANE_ SHEARWALL (SHTG NOT SHOWN FOR CLARITY) JSE SHEARWALL EDGE NAILING FOR CONNECTION OF SHED TO EACH STUD SHEARWALL UPPER FLOOR SUB - FLOORING V i a NO ET - IF HEADER w INTERVENES. WRAP ..,A P. STAAP TO - o HEADER AND TIE w HEADER AT EADH END TO WALL STUDS AGLOW W/ (1) MST27 USE SHEARWALL EDGE NAILING FOR CONNECTION OF W TO EACH SKID .TYPICAL FLOOR TIE DETAIL (2) 2 x SILL P LATES TI 11 22 1/2" MIN. (M LATERAL RESTRAINT PANEL WALL OPENING mar TO SGV.E CONTINUOUS HEADER (PER PLAN) 2 ROWS SHEARWALL PER PLAN 8d 0 3" O.C. (SHEATHING NOT SHOWN) STRAP TIE SIMPSON MST27 W/ (16d) 8 GA. x 2 -1/2" NAILS (MAY BE APPLIED OVER SHEATHING) 7/16 SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3 AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 3d O 3"o.c. HOLDOWN PER PLAN 1/2 dia. x 10 LONG ANCHOR BOLT (2) AS SHOWN w/ 2x2x3/16" THICK PLATE WASHERS CONCRETE FOUNDATION WALL x/ CONTINUOUS FOOTING PROVIDE 1 - 4 18 DOWEL 5 =ROM FOOTING INTO WALL AT T CH HOLDOWN --- WALL TOP PLATES -- MAN ( MIN. ) CONTINUOUS 'HALL STUD (TYP. EACH SIDE OF OPENING) STRAP TIE: CSI8 w/ 9 -1Cd COMMON NAILS EACH BLOCK 4x2 =LAT BLOCK (TYP.) NAIL SHEATHING TO BLOCKS AS FOR EDGE NAIUNG•OF SHEARWALL NOTE: 3 WINDOWS AT SIM REINFORCEMENT AT SHEARWALL HEADER PER PLAN } lE DER ICE RIM JOIST SHEARWALL EDGE NAILING ANCHOR BOLT PER PLAN GRADE TIE STRAP: SiMPSON MST27 w/ 30 -16d NAILS 3/8" PLYWOOD w/ NAILS 0 3" o.o. 4x POSTS CR (2) 2x STUDS 3x 3LOCKINC 0 PLYWOOD JOINTS NOT A LATER/4_ RESTRAINT PANEL O FRAMING DETAIL FOUNOATKIN W/ RENF. PER LOCAL JURISDICTION SHEARWALL / FL OORTIE DETAIL SHEARWALL PER PLAN Ill SHEARWALL PER PLAN I�� ! SHEAR FLOW NAIUNG PE SSHELRWALL SCHEDULE PER SHEARWALL SCHEDULE : SHFARWALL EDGE NAILING S NG " �I SHEARWALL EDGE NAILING DOGE I FLOOR JOIST PERPENDICULAR TO RIM JOIST JOIST PERPENDICULAR TO BEAR ON LIUDSILL w/ IIT I 1 SOLID T �OCKBIG BETWEEN JOIST. SHEARWALL I�I SOLID BLOCKING JOIST. !I ATTACH BLOCK AS INDICATED BELOW EDGE NAILING �_ ! ATTACH BLOCK AS INDICATED BELOW FRAMING ANCHOR:. ANCHOR BOLT �� FRAMING ANCHOR: FOR 5W5, USE A35F 0 T6 o.c. PER PLAN FOR SW5. USE A35F 0 16 c.d. FOR SW6. 115E A35F O 12. o.c FOR SW6. USE A35F 0 T2" o.c. FOR SW7. USE A35F 0 9 o.c GRADE FOR SW. USE A35F 0 9" o.c. 2x6 SILL PLATE / Sleet .4•11s ENGINEERING 12&10 N.E. 178 Sf. 4Suite 101 Woodinville, WA 98072 -8702 425 481 -6601 • FAX:481 -6371 project title: revisions: PLAN #070301 TSE #3491 sheet title: STRUCTURAL NOTES AND DETAILS checked: TAP date: 08/16/01 scale: AS • NOTED 3491 -2 designer: CRATE PESKN, Inca Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecvtlon RIM JOIST 3/4' T4G PLY. SHT. OR O.S. 5 R -l9 BATT INS. FLOOR JOIST PER PLAN MIN. 1/16' A.P.A. RATED SHEATHING 16d e12'0.C. 10d a 6' O.C. MAX. Sd a 6 O.C_ EACH (3 ROWS) 4' PERF. D. TILE SET IN GAVEL GRADE X E m IF STEM 4 FIG. NOT MONOLITHIC 3' USE '4 DIA_ (VERT.) -� REBAR a 16' O.C. TYP. ONE STORY FOUNDATION 1-- 1ANDRAILS 1. HANDRAILS SHOULD NOT PROJECT MORE THAN 3 1/2' INTO THE REQUIRED STAIR WIDTH 4 SHOULD HAVE A SPACE OF NOT LESS THAN 11/2 ° BETWEEN THE WALL At THE HANDRAIL. 2_ THE HANDGRIP PORTION OF HANDRAILS SHOULD NOT BE LESS THAN 11/4' OR MORE THAN T IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE THIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. SIRE BLOCKING 1. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP 4 BOTTOM OF THE RUN 4 BETWEEN STUDS ALONG- 4 IN LINE WITH THE RUN OF THE STAIRS IF THE WALL UNDER TI-4E STAIRS IS UNFINISHED. /NOTE: OPENINGS SETWE_EN CLG- BE LESS LINE SS THAN 4'. OPENINGS FO TREAD, 4 BOTT GUARDRAIL e THAN 6'. HANDRAIL OR RAILING X 4 E i9 0 0 Q 4 Ill 2 1 - 4 4 CONT. REEAR FOR EA. 12' OF STEMWALL h MIL. YISQUEEN � VAPOR BARRIER(BLACK) 1T CLEAR BEAM TO EARTH 18' CLEAR BOTTOM OF JOIST MIN TO EARTH co l 4 STARK' SECTION 5' MIN KICK PLATE FLOOR JOIST 12' DIA. x 10' AB_ W/ 3/16' X 2' X 2' WASHER a 6' -0' MAX. O.G.4 BOLT SHALL BE NOT LESS THAN 1 SOLT DIAMETE S (3 -12') FROM CORNER 4 NOT THAN IV FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 1' EMBEDMENT 2x6' P.T_ MUD SILL 2 - *4 CONT. REBAR ILINGS SHALL TRIANGULAR BY THE RISER, ELEMENT OF A STAR SHALL BE LESS •G:NTRACTOR.NOTE All Ohnenslaro Shall Be Q'ISdrad And Verified Prior To Cormtructlort 2x12 STRINGERS NOT TO EXCEED 24' O.C. 5/8' TYPE 'X' G.WB. OR (2) LAYERS 5/8' TYPE 'X' G.WB. IF STRINGER SPACING IS MORE THAN 16' o.c. (TAPE 4 FINISH) L CLOSET OR STORAGE BELOW STAIR MAIN FLOOR LINE 2x6 STUDS el6'O.C. •_�; j® *4 CONT. REBAR 16d e S' O.C. 10de4' (3 ROWS) 0G. MAX. WHERE ERICK VEN. - PROVIDE 5' LIP 6' UNDER JOIST GRADE X F Z 70 e 16' O.C. (VERT, FLOOR LINE FLOOR JOIST E .9 0 Lu 111 !Z DEL. JOIST LEDGER LLy 16' 4 RIM JOIST 3/4' T4G PLY. SHT. OR O.S.E. R -I9 INS. FLOOR JOIST PER PLAN 3' MIN. 5 /S' DIA. x 10' 'A15.4W/ 3/16' X 2' x2. WASHER. e 4-0' MAX. 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3 /S') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL - FOUNDATION SILL PLATE, MIN. 1' EMBEDMENT 2x6' P.T. MUDSILL (I) - '4 CONT. RESAR FOR EA. IT OF STEM WALL .6 MIL. vISQUEEN VAPOR BARRIER (BLACK) 2 - '4 CONT. REBAR TYP. TWO STORY FOUNDATION L ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS (THE'J'1AX INSUL. W/ EQUIV. R-vALUE TO BE USED IN ATTICS 11.11-IERE CLEARANCE NOT AVAIL. FOR BATT.) 1/2' GLUE (TYP.) MIN. 23/32' T4G UN - DERLAYMENT, UN.O. - GLUE 4 NAILING (10D a 6' O.C. EDGES 4 BLOCKING, I0' O_G. FIELD - TYP.) ID. 32/16 f R -19 BATT INS. W/ vB. FLOOR JOIST PER PLAN 77'1='. WALL SECTION O.H. PER PLAN To Reorder Flans K80 &846 -5421 3' 12' TYPE GARAGE FOUND AT ION ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN * ELEVATION W/ MIN 1/16' APA RATED SHEATHING- UNO W/ 8' -0' PANEL LENGTH . PLACED PEW- TO DIRECTION OF FRAMING AND ALTERNATE PANEL END JOINTS BY HALF PANEL I SNGTH NAILED 8d a 6'o .c PERIMETER 4 ALL SUPPORTED PANEL `EDGES 'Z o.c,. a FIELD TYPICAL UNO W/ 30' FELT ABOVE - TYPICAL LINO. FOAM AIR 13A 1' SPACE TO EXTEND MIN 12' ABOVE INSULATION SIMPSON 1423 HURRICANE TIES • 2' -0` o OR 141 e 4' -0'ot. TYP_ P_ UNO 2x BIRD BLOCKS W/ 5CR TOE NAIL W/ (2) 16d E.A. END TO TRUSS OR RAPIER TIP_ 4 PROVIDE CONT. ROW OF ROOF SHEATHING - NAILING a 6'oc. MAX. 1x8 RS_ C FASCIA W/ CONT_ MIL_ GUI DEL. TOP PLATE HEADER - PER PLAN WINDOW - PER PLAN 2x4 STUDS a 15 O.C. 2x4' P.T. MUDSILL W/ 1/2' DIA. x 10' AB. WI 3/16' x 2' X 2' WASHER * 6"-0' o.c. 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3 -1/2') FROM CORNER 4 NO MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, 4 MIN. 1' EMBEDMENT (1) - '4 CONT. FOR EA. 12' OF WALL 4' CONC. SLAB OVER 4' GRAVEL FINISH FILL W/ 6x6 32.1 x W2.I WW1. IN SLAB. GRADE *4 VERT. RESAR a 16' o.c. 3' MIN. (2)- '4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.E. PLATES a SHEAR WALL OVER 2' WIDE EXt_ WARM WALLS - 2x6 STUDS a 16'o.c. OVER R -19 BATT INSUL. W/ VAPOR BARRIER WI MIN. 1/16' APA RATED SHEATHING (SEE PLAN FOR NAILING 4 SIDING) INSTALL BUILDING PAPER OR FELT BETWEEN SIDING 4 WALL SHEATHING TYPICAL ALL E WALLS. 2x BOTTOM PLATE 2x RIM JOIST P.T. 2x SILL PLATE SEE I /SI FOR TYPICAL FOUNDATION NOTES NOTES: I. ALL EXTERIOR WALLS TO BE CONSTRUCTED IN ACCORDANCE W/ THE MN. PROVISIONS PER 2320 USG UNO ON THE PLANS 4 AS SPECIFIED FURTHER ON SHEET 53. 2. INTERIOR WALLS TO BE 2x4 CONS Z STEM WALL GRADE POSITIVE CONNECTION CONSTRICTION TYPICAL EXCEPT TYP. BASEMENT SLAB 2x6 P.T. MUDSILL W/ 5/8' DIA. e 4' -0' O.G: WI 3x16' X. 2' X 2' WASHER) 4 BOLT SHALL BE NOT / LESS THAN T BOLT DIAMETERS (4 -3 /5') FROM COWER 'AND NOT MORE THAN 12' FROM THE ENDS OF EACi -L INDIVIDUAL FOUNDATION SILL PLATE MIN. 1' EMBEDMENT (I)'4 CONT. FOR EACH 12' OF WALL THERMAL BREAK 4' CONC. SLAB OVER i 4' GRAVEL FILL W/ Nip 111 :111111.1011 6x6 - 1112.1 x 1.1121 W.1111: IN SLAB TYP. BASEMENT SLAB R -10 RIGID INS. a PERIMETER *4 VERT. a 16'o.c.. W/ ALT. HOOKS 2 - '4 CONT. REBAR R -13 BATT INSULATION -OR INSUL PER SUBMITTAL SUPPORT BEAM PER PLAN USE ST22 HORIZ e BM. TO BM. SPICE 2x6' CE,4. SIDE) OR SI MTL TIE (PC TYPE) 4x6' SUPPORT POST PRESSURE TREATED OR ELEVA I tv MIN. S' AEV. EARTH 1 50 FELT CiT9 OF 11054 ARROYO SEP 1 ps NOTED 004 CONC. PIER -PER PLAN' POST BASE TYPE ANCHOR GRADE Tr=' POST 4 BEAM DETAIL PT 2X6' PLATE W/ 5/8' DIA. ANCHOR BOLTS (3/I6' X 2' X 2' WASHER) 4 BOLT SHALL BE NOT LESS THAN "['BOLT DIAMETERS (4 -3/5') FROM COMER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 1' EMBEDMENT 4' CONC. SLAB OVER 4' COMPACTED FILL1111 6x6 W2.1 x r.1 MUM. IN SLAP 2' RIGID INSULATION (R -IPI) 24 MIN_ (EXTRUDED POLYSTYRENE) (3) 11 4 REBAR - HORIZONTAL *4 -REBAR a 16'oc. (2) -;"4 REBAR CONTINUOUS Zf . DATE: REV.: TA L_ 1997 U.B.C. CRdNE.DESIC.N, Inc Reserves AH Legal Rights To Material on This Sheet - SWalect To Criminal Prosecution I - 15• I (MAY VARY - SEE PLANS) MIN. 1/16' APA RATED SHEATHING UN.O. W/ TYVEK, 30' FELT OR SIM. APPROVED VAPOR BARRIER OVER 2x6 STUD WALL SOLE PLATE NAILED WI 16d a 8' O.G. - STAGGERED, PROVIDE BLOCKING e RIM JOIST RIM 4 FLOOR JOISTS A5 PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER Sd ® 4' O.C. e SOLE PLATE, RIM JOIST 4 TOP PLATE DEL TOP PLATES 2x6 STUD WALL BATT INSULATION (TYP.) 5/8' x 10 AB- a 36' O.G. W/ 3/16' x 2' x 2' WASHER (BOLT SHALL BE NOT LESS THAN - 1 BOLT DIAMETERS (4 -318') FROM CORNER, AND NOT MORE THAN IT FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. DF. MUDSILL 8de5'O.C. GRADE *4 REBAR CONT. HORIZ a 12'o.c. *4 VERT. a 16'o.c 2x6 FIRRED WALL OR 2 X 4' STUDS W/ 2' AIR GAP BETWEEN STUDS 4 CONC. R -19 1NSUL. 4' CONC. SLAB W/ 6x6 - U12.1 x W2.1 ILIUM. ON 4' GRAVEL FILL. THERMAL BREAK R -10 RIGID INSULATION 2 - *4 DIA. CONT. 3' UP - 3' IN NOTE: SOIL BACKFILL ON EXTERIOR SHALL NOT EXCEED A HEIGHT GREATER THAN 30' ASV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. FOUNDATION / RETAINING WALL (18' TO 4' -0' HIGH W/ PONY WALL) CONTINUOUS HEADER OR ST6236 e JOINT (14DR AS � PER PLAN) COLUMN CAP e MULLION HEADER CONNECTION SEE PLAN FOR SIZE (2) 2x6 ST6236 TIE STRAPS CENTER ON JOINTS NAIL FULLY 2x6 STUDS a 16' O.C. A35 CLIPS a EASE TYPICAL MIN- 1/16' APA RATED SHEATHING NAILED Ed a 4'o.c. (EDGES) 4 8' cc.(FiELD) ALL. EDGES BLOCKED U.N.O. 2x6 SOLE PLATE NAILED 16d + 4' os. STAGGERED RIM OR FOUNDATION DETAIL. "A" <CONTRACTORNOTE .411-Dmnanslons.Shall E rChecked'And Verified 10 - To - Cons<+Uotlort CRIPPLES NAILED SNUG UP TO POST WI 16 a 4' os. GARAGE DOOR -I CONTINUOUS FOOTING. DRAIN 2 *4 CONT. REBAR 5/8' DIA. x 10' BOLT e 36' O.C. W/ 2x4 P.T. MUDSILL 5/8' DIA. x 10' AB. e 48' O.C. - 3 STORY (WHERE PLYWOOD USE 5/8' DIA. x 10' BOLT a 32' O.C. WI 2x4 P.T. MUDSILL) f 12' 15' To Reorderf'lans - . I(w' B48 - 5421 TOP OF STEM WALL BEYOND 4' CONC. SLAB ON 4' COMPACTED FILL TI- IICKENED EDGE SLOPE. 3 *4 0 16' o.c. GRADE BEAM AT GARAGE CONTINUOUS FOOTING PER PLAN Ni l 1 " - - - .4 DIA. CONT_ 3' UP NON - BEARING SHEAR WALL FTG -.. 2x6 STUDS a 16' O.C. e 3 STORY, 2x4 ® 14 2 STORY 4' CONC. SLAB OVER 4' GRAVEL FILL W/ 6X6 - W2.1 x W2.1 WAIN. IN SLAB 1 MIL VISQUEEN W/ I' SAND OVER a LIVING AREAS 2 •4 DIA. 3' UP 2 OR 3' DOU,N INTERIOR BEARING WALL ON SLAB 0 TOP PLATES I- {EADER - PER PLAN 1/2' m BOLT THRU LEDGER AND INTO HEADER • 3' IN FROM EACH END SUPPORT WALL 4 VENEER BEYOND OPENING TYP. HEADER OPENING e ENTRY O 2x6• STUDS NOT TO EXCEED 24' OC. 2x4' STUDS NOT TO EXCEED 16' O.C. 4' BRIGK VENEER STEEL LEDER - L. 6' x 3 12' x S/16' A36 EXTEND S' BEYOND OPENING TO BEAR ON VENEER •d 10" CONC. STEM FOR 6'-0' OR LESS SPANS CAN USE: L 5'x 3 1/2' x 1/4' 6' MINIMUM DOOR OR WINDOW OPENING (2) - '4 VERT. TIED W/ '2 TIES a S'os. W/ ALTERNATE HOOKS SOLID GROUTED CORE 4•x8'x2'BRICK '9 GA. WIRE TIES IN BED JOINTS I ACCROSS CORE a MAX. SPACING OF I PER 12' OF DIMENSION iN EACH DIRECTION 4 12'os. VERTICAL TYP_ BRICK. COLUMN AT ENTRY WALL TIES SHALL SE CORROSION RESISTANT, AND IF MADE OF SHEET METAL, SHALL HAVE A MIN. THICKNESS OF 0.0030 IN. (NO. 22 GALVANIZED SHEET GAGE) BY 3/4' OR, IF OF WIRE, SHALL HAVE A1111 DIA. OF 0.148 IN. (NO. 9 EaU. GAGE). WALL TIES SHALL SE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER HORIZ. WALL TIES SHALL HAVE A LIP OR 1400K ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE WAVING A DIA. OF 0.148 IN. (NO. 9 S.W. GAGE) OR EQUIV. THE JOINT REINFORCEMENT SHALL SE CONT. WITH BUTT SPLICES BETWEEN TIES F'ERMITTIED. APPROVED PAPER SHALL BE APPLIED OVER THE SHEATHING. AIR SPACE OF AT LEAST I' SHALL BE MAINTAINED BETWEEN THE BACKING AND THE VENEER. SPOT BEDDING AT ALL TIES SHALL BE OF CEMENT MORTAR 6' OR 8' - SEE PLANS WOOD JOIST SYSTEM CRAWL SPACE OR BASEMENT 3' MIN. SECTION 17 TO 19' STEEL LEDGER TO REST ON BpzicK. St MORTAR JOINT 34/19r5TA.. WEEP HOB 2' (1219T O.C. MIN. BRICK VENEER - ELEVATION VIEW P.T. 6x6 POST W/. METAL TIES TO MASONRY a 12'o.c_ VERTICAL NOTED G APPROAD vtl 7 � yr 4UG 1100/ F44 CF, O CTAS .' 1997 sril My. / uU Iv g = z z RI N ti 0 W < cn r a � U Cl O i AAA'”‹ rn mr= lidb D ij � p } r 8 bam O ( z f i l D l D r d k � _ 1 z NE~ d - j 1 J� - 3 6 IN E N r N - �� 71 _ _ 1' E E2 A z DE. ,�41 „ (� � Z .c P§°4 , -^ m �r 14 �{ ., to - p1 P W h z m 0 wqp!mhil 2 r _ _ m A m - _ (1 X ITI Itl m ° aw ) T 4 D r -i �; U ( r U cn Ti 1 N N z m f'1 (,l r( o o Q � m N i r ��i n , r � o -,F QE � r D , 6 m , . 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