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HomeMy WebLinkAboutPermit D99-0365 - Rubino and Adams Residence - Additionuomppy suupy/ouqng City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 115720 -0400 Address: 14920 57 AV S Suite No: Location: Category: ASFR Type: DEVPERM Zoning: LDR Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: OCCUPANT RUBINO /ADAMS ADDITION 14920 57 AV S, TUKWILA, WA 98168 OWNER RUBINO DAVID & ADAMS DANIEL 14920 57 AV S, TUKWILA WA 98188 CONTACT DAVE T. RUBINO 14920 57 AV S, TUKWILA, WA 98168 Permit Center Authorized Signature: Print Name: DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: (206) 431 -3670 D99 -0365 ISSUED 10/25/1999 04/22/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: SMOKE DETECTORS .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: *** ** ** ************************************************ * * * * * * * * * * * ** * * * * ** * * *•k * * ** *A Permit Description: ADDING 640 SO. FT. TO EXISTING HOUSE. PUBLIC WORKS ACTIVITY INCLUDE STORM DRAINAGE - TIGHTLINING NEW ADDITION ROOF DRAINS INTO EXISTING DRAINFIED. HOUSE ON SEWER, SEPTIC SYSTEM ABANDONED ALREADY. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 54,720.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * *•k ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,149.44 *****************• k*********************************** k * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Miry Phone: Phone: 206- 439 -8329 Phone: 206- 244 -9101 D ate IO_ I hereby certify that I have read and examined is 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 work. I am authorized to sign for and obtain this development per 't Signature: a _ , 1, Date: 7°'L‘ l "Ed 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. J__ 10. CITY OF TUI;WILA. Address: 14920 57 AV.';, `. Permit No:. D99 -0365 Suite. Tenant: Status: ISSUED. ;Type: DEVPERM Applied: 10/06/1999 Parcel #f 11 5720 - 0400 Issued: 10/25/1999 •k•k•k'•k* * * * * * * * * *•k* k* ***•k****• k****** k********* * * * * * * * *** ** * * * * * * *•kk Permit Conditions: 1 changes will be made to the plans unless approved by the Engineer and the Tukwila . Building Division 2. All permits, inspection records, acid approved plans shall be .available at. the ;Lob site prior to the start .of any con - . struction. These documents are to be maintained and avail- ,able until final inspection approval is granted: 3 :Electrical,permits Shall be obtained through the Washington 'State Division of Labor and Industries and all electrical work wi 11'be :inspected by that. agency "(•24 6630) 'Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency • including all gas piping (296- 4722) All mechanical work shall be under separate permit issued by the City of Tukwila. 6. All 'construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition). and Washington` State Energy .Code :(1997 Edition). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications; and computations shall not be con - strued to be a permit for, or an approval, of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. .No permit presuming to give authority to violate or cancel the provisions of this code .shall :be valid. 8. . Notify. the City of. Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requir'enients for special inspection. 9. All wood to renia in placed concrete shall be treated wood. Contractor shall notify Public Works Utility Inspector at 206 -433 -0179 of commencement and completion of work at least 24 hours in advance. 11. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities . 12. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 13. It is strongly recommended that storm drainage designs be certified by a licensed engineer; otherwise, the owner assumes liability for the design and any subsequent related damages. Project Name/Ten h I N NO / ADAMS ❑ n Type of work: New Single- Family Residence ' 1 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 _ Value of Constructio9 :_ VPO. Site Address: 14920 57th AVE S . TUKWILA City State /Zip: 98168 Tax Parcel Number: //,� 7�0 'Oijoe fee Property wne D AVE RYBTNO /DANIEL ADAMS _sq. • sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: 206 - 439 - 8329 Street Add 57th AVE S TUKWILA , C'U A Sta 9 t 8 1ip6 8 88 Fax ft: 206 - 244 -5212 Contractor: Phone: Street Address: City State /Zip: Fax #: Architt56S] UN . UNLIMITED Phone: 253-872-2580 Street Address: 19613 81st Ave S KENT, WA 98032 City State /Zip: Fax #: 253 - 872 -3649 Engineer: merson r. denney Phon 2 53- 872 -2580 Street /)Id1ireust S I G N S UNLIMITED A S ABOVE City State /Zip: Fax #: Contact Person: DAVE T. RUBINO Phone: 206 244 - 9101 Street Address: City State /Zip: 14920 57th ave S TUYW, WA 98168 Fax #: 206 -244 -5212 Description of work to be done: i4 440 ` �-� ,� (, , 13.-e ,4 i ADDITION TO MAIN HOUSE *�t *NO PLUMBING * * ** �jc, ❑ n Type of work: New Single- Family Residence ' 1 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: Q Sewer p Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 1/100 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: ft. Dwelling sq. ft. Covered Deck(s) _sq. • 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) , C WT a - 1, 138 Q -( *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. L CITY OF Tl4 "WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Date apt Fation accepted: SFPERMIT.UOC 2/13/97 Date a li atio expire • r e STAFF USE ONLY . Project Permit Numbct:` Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST :FOR PUBLIC WORKSSITE/CIVIL PLAN REVIEW OF THE FOLLOWING: . (Additional reviews shall be deternilited. by the public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)#: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Lo'ad: Start Time: ❑ Sanitary Side Sewer #: fl Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ St reet Use ❑ Wa ter Main Extension 0 Private 0 Public Water Meter /Permanent 0 Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous End Time: 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. Applic on ken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL D 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) — '.Existing fire hydrant location(s). roposed 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). � orth arrow and scale. ' 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). ❑ •• i' Foundation plan and details ❑ gg---; Floor plan ❑ UV Roof plan ❑ , li • Y / Building elevations (all views) ❑ ldin height ❑ �L wilding cross - section ❑ l.j� 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 (i.e., Reasonable Use Exception, ❑ ❑ 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 ". Variance, Shoreline or Tree Permit). Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. BUIL R 1 OWNER 0 AUTHORIZED AGENT: Sign Print name: Address: 6i)10 5- ? , ' ; o s, SI'I'I :RMrr.000: 2/13/97 o P Fax ti: .tor, ' hone: /4' 5 / a .�yy Sd/ City /Stag /Zip: /L uJ, hq t Wet 7 0 /6 Date: 708.25 r*." b• k*' *7kkk t k:4 # .fi:t4 174* k t l * *4. k*:) / c c 4*.:4:1 ** :tAlr .1.%* h:4- **A t t:k A.,h t•h k:1. LT•rY OF 1U1.:14 Ltd' 4 $ ) `"1. !� ArONSiT 7F' ` ir1:. : Ork': *' •Or'*4A A it .4 :l k4�kkk *% tt. k k: k* A:M JeA.: 4 :4A **** *.k *k:t "1RfOil3A111. h1611444r R9800175 • 4niaurit ;'0"E3.25 :10/25,(g9 11:1 Pavmc ii1; met h.o t Gift CI,, . Ua'ttaltit n: 0At1r R DEC ND ..In it :.;: 'f1.I3 j Pt .irrl.t No: t "`: -03(;;5. fvgp. 1)LU.PER14 I)EVE ,0PP4ENT PER i+!I•t• . .. Pa r4ce V No 115720 • 0400 !site -Adds ",ess 14920 5•.., 1113 S '1h i s Pa.vmerit *• :t *a ** * *AR *: %v.i's5 **** *o F;Cr• 4?ur 1 ,Cod* 000/322.100 000/',345.8 30 o 0013E t, . 704 412/34 .400 .f;;.1 F e e.; 1 iota 1 ALL Pmts.: 1 , 1 0. 04a ance: .00 * *.*• *,k.'k* ***0 * *4-:F **A *1 *d* * * ** k•A.. * *4* * * *:t:t**A4• 0Rscription 1:1 U 1 :1.(} l!•I G jt E ¶i PLAN CHECK U1TL3TY SUITE, [WILDING StJRCH R6E 1US1' FEE • ;sT(1R11 DRAIN Amaun 678.75 10.00 4 .5 0 1'.4.00 !'47tal raenc 'This ' PH,vm,~rit 441.:1:+. :1•6ta I ALL Pith a I) ti tans e s 683.251 * * * * *ki4+k *k fi* k***: tt I * k** * A -0 i. \****** h*** o4*** * *** * **A **k•A•k * *•k ** Nc l;�d t i on . Amou.n.t f PLAr4 .( RLit — IZC:> 441..19 . A IV:* k * 4 1 � A*:* t'ak t A * A * k 4 :k * * � :+s sr * A' h *k :4 A ,t ;l• 4 4r 1. h .. ..t k * ti k 1 A. Jr A :k • k * t;`I.1V C)F T.iiKl iLA :kkk .t• *•k*k +* r•k•k * * * ** .t A. * * *.l- tr k* •< hA lh1:t 1�rh A*,1•�• *A *** ****** * *:t.i** lc FtmUUir (itri.`�:-� ii c 41.�1..�! l..O / harirent: `l 4e (iadu;. CHECI: ldot t; ate; 'DAVE F. 11.U11 In �.(; FLO tau I)99 ()3ty`•3 Type DEVPEit)4 I)I:VELOPO1 t�•f PERi4!i. P�tr 6'e t . iota ' 1 1 72O -94OC� Adtii�: ;ss d ":14920 �r :I V a :* OOO/345.80O . 7670 1007 -140: TOTAL, Project: a tom Type of Inspection: Addr ss 57 Date called: 7/Z 2 la ) Special Instructions: • Date wanted: f2 .fcZ a.m. p.m . Request • Phone: /� r 7�1 WO pw INSPECTION NO. ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ....n. nes a...ro..n+o.w+e <41,:a1a1153AMN#"ss (206)431 -3670 Corrections required prior to approval. COMMENTS: ?4 5-- Gleoc sciA9 Coht, e a OA � G o Inspector: Date: ���7‘21 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: • rin cc Tc.eLF,6.6. 9721 0.5, a Date called: / ' zv 'c/ f Date wanted: g Ca 4 i 6714,414-0t."( t X (/):14%- / " L -4,_ frted 5.-0, ' 4 4 5 SS i / I waii wfritai 701 5. Q-r- G o .PAA, e l ru.ita / ehiLLI . o Project: tic fr va Type of Inspection: • rin cc Address: c l Gl/ �� � V�J • Date called: / ' zv 'c/ Special instructions: IS M! �J�� L�I Wv� Date wanted: g Requester: i w /e/ Phone:04g q ) ` n , .. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: Date: 9/v) /AA) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1,00. Call to schedule reins•ection. Receipt No: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 1 r Project: fl C ,1(IC Ifid kJ..- b11 {�'1�, Type of Instiect t1rt: t ,"1ci ( —•- M) 1G11 I_' I ,.,II()Ir",Ct . Ad r ss:: _ I LI L.- "' (� ;-� / + A , S v Date called: 1 1-20-DU . J Special instructions: '4 -.t•- V t:t;•F- (t .r b■ J (—. (tt ()c. Cc.11 IL M tnvie5 1-1 t' (,.;re_ f a-( t n � -4 514-e. Date w nted: C. I.... I — 0 L) /» l p•m • ' Reuester: I .& L., V C.., _ /UV — 2_ LI L( _: i I cil INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: Date: PERMIT NO. (206)431 -3670 $47.1rREINSPECTIO O REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter 81 ., Suite 100. Call to schedule reinspection. �4�k,uuexr b,- �rxl <''_K�,�$.ske <;�y_ 1 a aeraIf it3iixit+ ibE� :7:+Y�tcuu�`efu+Otadoro.�fen h t,.. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 777c-2 COMMENTS: - 1 / ,zs L. /.� t- .'� , / C--- / I1 / i--27 ee - /� /�� el/ /'- / !j Cr/lam 1 4— L , .L t / PL✓ e___ - Z✓;..- c (s ` 540A,"1-- ve r 7 Ic 2, C-01-r, 61,/ G tie ii A i 7Lr 5 sy 61. .`e ,AI�00 C C!_ C- 3. % d—, 6, _A./ I 4 P..if S / Ci k4/1'r, 6Ar . c r4 ) '•ti -g / INSPECTION RECORD ` Retain a copy with permit Project:/) 4 . Address: / Special instructions: Type of Inspection: ) e Date called: Date w nntted: � a.m. Requester: `�� Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 7 M ) 0 $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: Prrtire Type of Inspeclion: Ace-a-,e/trx 1441-Ane Actdress: lefp?0,o- Ave.s 67 Date called: Special instructions: pk...tpv- Date wanted: a.m. p.m. Requ y; Phone: 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. Corrections required prior to approval. COMMENTS: Alirziongr7A■ri "73 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Project: k0 h i I'1 p Type of Inspection: 12)( L� �a 11 lt)aNk, r Address: L A CI P 0 . ",r 9"1.1 (4i) S Date call d: (r -- 2 6 - (.\) Special instructions: please_ cati I ( natl . h Date wanted• cc -ate - oo m. R esuester: Phone: - q aa "Approved per applicable codes. r�.._.•�s- _s:•i;l vet s'l L:.<• w.- i�t`"_ }.�rx���,i_,..�'EW;..._a.,_,... ... �.. �.. -�.e_ _ O 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 Corrections required prior to approval. C A4MENTS: Inspe 44 /� Da OW Z 7 /dv 0 $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: COMMENTS:Of / (09 ' A 54.42 2 fr,ecil ef,p Cie" -• Al e., s 7 4e, Date T 1 a.m. 1 el L'i -1 4 71- ‘7 5 itolote • e . . 7 ' ' - " .." - , . 7. ,ff , /4" r , - • - ' (*) i P ojec : • p i fihno Typ of Insp eetinn: imucctriat dress: _ __.:- , . 14q0-C) q AVeLS. Date callefi„: i i co b r) 1 Special instructions: 4--) '_ 1A t I nv i Date T 1 a.m. Requgs Phone: : 0-0b - 0--2!. INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .4no wif f-S4 PERMIT NO. (206)431-3670 Corrections required prior to approval. L j $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: /..Gor• Type of Ins n: Addre s: Date called: Special instructions: Date wanted:‘ ' a. •• P.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 •VGAitt311. PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 11 f $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ••i 4.44 '44 ar • 't • .* 1 " Iv ala-o,1111,..1..._';:"Ji COMMENTS: ._ - 2 . :: lijoYie 5 AL) t".:41 Address: 1 qqa D .5 1 MI/ /l4 lwei to // p4k5 / , G� / .,ter, •., c,/,))5 4...9,,, . /,‘21. /90by MA SA j n,>7 /- ,-,' s>- /e /-is � 4p , f - ti (' - 6, i h e ,, / :l ,, -,., ci l i C / '..- /0494- - r J .�j `2-f .r.� e. Lt..07, f /�H, a , �} / Glii•I ' k - 49, i',.fr� ✓ R7 1 • /. - /0) 1 141 , )f Kt -14\ . 1 ') /l /P7 ,,, rr e i v .*Ide e h t L Ark i A.9 . P ne: /lam _,"1, 0 ;(/ 1 71,' 1701 P oject: 1)0uc &' Type of Inspection: "r( &wv r . Address: 1 qqa D .5 1 a te called: (o S C Special instructions: rP. 1JPSiCC� id to Ja. 4rV d Date wanted: (r `C0 - 0 �. a p .m. P ne: - `7L1 — 9) f 1 1 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. (206)431 -3670 Corrections required prior to approval. 11 $47.00 REINSPECtN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r roiect: bin of Insp io n Add s s: Dat ale it f : 14- � o S Ave S• • Special instructions: , • / t w `� & y� a.m. � �.Jl 1 6 nester: P 'T (P : — + ( -3' INSPECTION RECORD Retain a copy with permit INSPECTION NO." CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: Date: PERMIT NO. (206)431 -3670 A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: / Date: OP $47.00 REINSPECTI • N REQUIR r � . Prior to inspection, fee must be paid at 6300 Southcenter 131 , Suite 100. CaII to schedule reinspection. Project: kUbt Ina Typ f Ins ection el �� Ad es c. Date called: Special instructions: • Date ant d: r U��i4�W ��a.m. •0/ i:.w Requf.stgr: � L I 1, tI( Ld( Phone: 2.OE:,- b- qq/v af7L 7= ? —U967I 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 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: $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 A � MdificrAM insita ic)n i ft (4d4510 h Ve Date ca ( Oi / a) Special instructions: Date w ted! UL {" (, a.m. ( p.m. Requ er. Phone:, I g4-4J INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 8 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. r r, COMMENTS: / a/4e oc./6P. 4-- S C'ED(/, e,t Aae' /4r5PAc.P7v\.t PC 645E- C-f c. .�1C7i��•� - 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: DEBi B UNLI[AITED STOCKPLANS • CUSTO DESIGN �ubiiv) mdrpoii Dqq-06,5 Lateral Load Analysis Plan — 991101 Per 1997 UBC Wind Speed: 80 mph Exposure: `B' Seismic Zone: 3 09/27/99 The lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. EXPIRES 1.. / -o c/-019-19 RECEIVED CITY OF TUKWILA OCT 1 1 1999 PERMIT CENTER ■ { • • 19613' 81st Ave S ' Suite F ' Kent, WA 98032 (253) 872 -2580 ■ Fax: (253) 872 -3649 • Email: designstudio @designsunlimited,com • • DESIC:NB UNLEVIIIT_ECI • STOCK PLANS • CUSTOM DE=IMN • June 10 1999 To Whom It May Concern: When no GWB nailing schedule is called for with the Q-Lat engineering program, the contractor may default to a standard nailing of 6 inches 0. C. at panel edges and 12 inches 0. C. field nailing Emerson R. Denney. P. E. ' • 19613 .81st Ave S Suite F Kent, WA 98032 (253) 872-2580 I Fax: (253) 872-3849 ■ D UNLIC#I1TED S TOCK PLANS • ClJSTOM DESIGN • June 10, 1999 • All jurisdictions . From: Doubling of joists Dear Sir or Madam, As a matter of policy and in the interest of adequate nailing of plates at non - bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls. In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non - bearing walls without point loads or cantilevers can be omitted. Sincerely, Emerson R. Denney Engineer .' [ eXPIREN — /-- c' 1 • • 19613181st Ave S 1 Suite F ' Kent, WA 98032 (253) 872.2580 Fax: (253) 872.3649 • �ESIC.�IS UNLIcdIITE S T._Q C K PLANS • CUSTO DESIGN June 10 1999 To: All jurisdictions • Re: Shearwall substitutions Dear Sir or Madam, The computer program (QLAT v 4.0) which Designs Unlimited uses in the determination of shear walls does not differentiate between interior and exterior walls. Therefore exterior shearwalls may sometimes be shown with gypsum wallboard in an exterior application. Where this occurs, a shearwall with a greater shear value can be substituted. .Our shearwall schedule is established so that the larger the symbol numerically, the greater the shear value. A.shearwall with a higher numerical designation can always be substituted for one with a lower value at the option of the Contractor or Owner. • Sincerely, Emerson R. Denney Engineer lE -CE 1 —/c -99 19613 .81st Ave S • Suite F ' Kent, WA 98032 I (253) 872-2580 I/ Fax: (253) 872 -3649 4 A B 16.0 X - Story : 1 1 Walls Holddowns Struts n 05 -08 -1998 991101 [ 15/32" Sheathing w/ 1041 Common ] Gr =ILI Species ] ( Simpson Strong-Tie Holdown ] [ Gr'III Species [ Simpson Cnnctr ] if- -Exceeds maximum table'ealue [ Shear Wall Notes ] GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. 2) Struct I APA Rated Sheathing EXP1 /EXT or Struct I Plywood. 3) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 4) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 5) Walls with greater than 350 plf require a minimum of a 3x sill plate to comply with footnote 3 of Table. 23- I -II -1. 6) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 7) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 8) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. - L n'1UCJWil oLi1CUULC ( Simpson Strong ( Simpson 1998 J L l7L -Tie Holdown ] Catalog ] 111 opeclea J — Foundation Level HD Type Stud Fastner Anchor Cap Detail # Type to Stud Bolt Kips Number r-1NPiTN )'DNQOOI I STHD8 (2) 2x (24) _16d - -- 2.21 STHD10 (2) 2x (28) 16d - -- 2.88 2) LSTHD8 (4)2x (24) 16d - -- 3.65 STHD14 (2) 2x (38) 16d - -- 4.30 2)STHD10 (4)2x (28) 16d - -- 5.76 2) STHD14 (4) 2x (38) 16d - -- 8.59 HD10A 6x (4)7/8 "0 7/8 "0 9.90 HD14A 6x (4) 1" 0 1" 0 13.38 HD15 6x (5) 1" 0 1 -1/4 "0 15.30 - L i1v.LUVWii Sc e ( Simpson Strong ( Simpson 1998 L1 C J [ GL -Tie Holdown ] Catalog ] 111 SpeclS. J • Other Levels HD Type Stud Fastener Tie Cap Detail # •Type to Stud Rod Kips Number +-I N t'n Ul r-- co al CS18 2x (18)10d - -- 1.27 (2) CS20 (2) 2x (18) 8d ea - -- 2.01 (2) CS18 (2) 2x (18) 10d ea - -- 2.54 (2) CS16 (2) 2x (28) 8d ea - -- 3.30 MST60 3x (56)16d ea - -- 4.35 2)MST37 (2)3x (42)16d ea - -- 7.63 2) MST48 (2) 3x (46) 16d ea - -- 8.92 2)MST60 (2) 3x (56) 16d ea - -- 11.60 HD15 6x (5) 1 "0 5/4 "0 15.30 7 h d 1 ( Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). • b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. . e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. h) The stud fastener for PHD's shall be SDS 1/4 "x3" wood screws. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories • Designs Unlimited Time;: 14:12:42 Date : 05-08-1998 * Exceeds table capacity SW selection based on file: W15HF1OC.TEL - None required HD selection based on file: HRAMBLER.TBL ODUISTRP:TBL • .. SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 1. • 1-:. '1 : ' 3 1 1 • 1 • 3 2 3 1 • .1 WOODCAD' QLAT (Pro V4.0 File: 991101 Page: 1 SW selection based on file : W15HF1OC . TEL HD selection based on file: HRAMBLER.TBL ODUISTRP TEL Designs Unlimited • Time : 14:12:42 Date : 05-08-1998 • SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS . Walls Parallel to X axis Story Line Wall. SW LtHD. RtHD . 0; WOODCAD QLIVI (Pro V4-. oi. --- File: 991101 Page: 1 Z = 0.30 I =.1.00 .. Ca= 0.36 BSF Y -Axis =0.200 BSF X -Axis = 0.200 Designs Unlimited Time : 14:12 :43 Date : 05 -08 -1998 Ht (ft) SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone Occupancy Cat. Soil`Profile Period Snow Factor R Y -Axis = 4.5 R X- Axis = 4.5 WIND DATA: 1997 UBC1 Wind Exposure Wind Speed Structure Imp Factor 10..0 - [ 1 = 3 IV D = 0.11 = 0.25 Level (K) DL -- 1 - 18.8 = B = 80 = Encl /Unencl = 1.00 Load Summary II.to Y -- Base Total 3.8 4.4 WOODCAD QLAT (Pro V4.0) File: 991101 Page: 1 of- 5 IIto X Seis Wind DL Seis Wind 3.8 4.4 15.2 3.0 1.7 3.0. 1.7. Designs .Unlimited Time : 14:12:43 Date : 05 -08 -1998 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0 File: 991101 Page: 2 of 5. Calc Plot Wall Length Wall Lt Trib Rt Dis Dis Dis Ht Shear Holddown DL Span Width Span (ft) (ft) .(ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) WALLS Parallel to Y -Axis X X Y Story 1 Line 1 Wall 1 0.0• 0.0 .7.0 10.0 , 9.0. 9.0 0.015 2.0 2.0 0.0 Line 2 Wall 1 14.0 14.0 0.0 7.5 11:0' 11.0 0.015 0..0 0.0 0.0 Line Wall 1 40.0 40.0 6.7 10.0 4.0 4.0 0.015 1.0 2.0 2.0 '. Wall 2 40.0 40.0 13.0 10.0 3.0 . 3.0 0.015 2.0 .2.0 0.0 WALLS Parallel to X -Axis Y Y X Story 1 Line A Wall 1 0.0 0.0 0.0 10.0 .4.0 4.0 0.015 0.0, 10.0 6.0 Wall 2 0.0 0.0 10.0 10.0 4.0 4.0 0.015 6.0 10.0 5.0 Wall 3 0.0 0.0 20.0 10.0 6.0 6.0 0.015 5.0 10.0 5.0 Wall 4 0.0 0.0 31.0 10.0 9.0 9.0 0.015 ' 5.0 10.0 0.0 Line B Wall 1 16.0 •16.0 0.0 10.0 4.5 4.5 0.015 0.0 10.0 3.0 Wall 2 16.0 16.0 17:5 10.0 10.5 10.5 0.015 3.0 10.0 3.0 Wall 3 16.0 16.0 31.0 10.0 9.0 9.0 0.015 3.0 10.0 0.0 Designs Unlimited Time:. 14 :12 :43 Date : 05-08-1998 LINES Parallel to Y-Axis Roof Level Lines 1 2 16.0 0.020 0.000 0.025 0.0 0.015 6.8 6.8 Lines 2 3 16.0 0.020 0.000 0.025 0.0 0.015 6.8 6.8 • . • WOODCAD QLAT (Pro V4.0) File : 991101 Page : 3 of 5 • INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) ts. 1 .• Designs• Unlimited' Time : 14:12:43 Date : 05-08-1998. OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) • WALLS Parallel to Y.:-Axis Story 1 Redundancy Factor 1.00 Ln 1 • 0.5 0.8 Wall 1 0.052 Ln 2 1.3 2.:2 Wall 1 0.122 • Ln 3 0.9 1.4 Wall 1 0.125 Wall 2 0.125 WALLS Parallel to X-Axis Story 1 Redundancy Factor 1.00 Ln A 1.1 0.9 Wall 1 0.047 0.037 2.5 0.0 0.0 Wall 2 0.047 0.037 2.5 0.0 0.0 Wall 3 0.047 0.037 1.7 0.2 0.0 Wall 4 0.047 0.037 1.1 0.3 0.0 Ln B 1.1 0.9 Wall 1 0.045 0.036 2.2 0.0 0.0 Wall 2 0.045 0.036 1.0 0.4 0.0 Wall 3 0.045 0.036 1.1 0.2 0.0 WOODCADLAT (Pro i.14.0) File: 991101 Page: 4 of 5 • 0.086 1.1 0.3 0.0 0.3 0.3 0.201 0.7 0.0 0.7 1.0 1.0 0.205 2.5 0.205 3.3 0.6 0.0 1.8 1.8 0.3 0.0 1.8' 1.8 - _ • S-Support required'beneath holddown M-Manaul input of holddown • Designs Unlimited Time : 14:12:43 Date : 05-08-1998 LINES Parallel to Y-Axis Roof Level Lines 1 2 0.9 1.32 1.55 0.04 -0.04 0.05 -0.05 0.2 .50 Lines 2 3 1.6 2.44 2.88 0.08 -0.08 0.09 -0.09 0.6 50 LINES Parallel to X-Axis Roof Level Lines 'A B 0 . 4 3 . 1.72 0 .04 -0.04 0 .02 -0.02 0 .2 .50 WOODCAD QLAT (Pro V4.0) File: 991101 Page: 5 •of 5 OUTPUT DATA - Diaphragms and Chord Forces H Dia Load Seismic Shear Wind-.Shear Chord-Force Seismic Wind Left Right Left •Right Max at W (Kips) (Kips) (K1f) (K1f) (K1f) (K1f) (Kip).xxL -.Designs Unlimited Time 14:12:43 Date : 05 -08 -1998 Story 1 Line 1 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 2 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line 3 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . * * * * * * * * ** WALLS Parallel to Y -Axis Wall 1 Height 10.0 SW Len Seismic 0.470 '6.050 0.040 LT 0.040 RT 0.000 LT -0.712 RT -0.672 LT 7.249 RT 6.925 LT -0.133 RT -0.097 Wall 1 Height 7.5 SW Len Seismic 1.343 10.999 0.000 LT 0.000 RT 0.000 LT -1.000 RT -1.000 LT 6.126 RT 6.126 LT 0.443 RT 0.443 Story 1 Line 3 Wall 1 Height 10.0 SW Len Seismic Wall Force: 0.499 OTM 5.588 Uniform DL: 0.040 Header DL : LT 0.020 RT 0.040 Max Down LT -1.417 RT -1.437 Res Moment: LT 1.440 RT 1.512 Holddown LT 1.037 RT 1.019 Wall 2 Height 10.0 SW Len Seismic 0.374 4.191 0.040 LT 0.040 RT 0.000 LT -1.437 RT -1.397 LT 0.877 RT 0.770 LT 1.104 RT 1.140 WOODCAD. QLAT (Pro V4.0) File: 991101 Page: 1 Detailed Calculations * * * * * * * * * *• 9.0 HD Len .. 9.0 Wt 0.015 Wind 0.774 7.741 0.026 LT 0.026 RT 0.000 LT -0.886 RT -0.860 LT 4.931 RT 4.775 LT 0.312 RT 0.330 11.0 HD Len 11.0 Wt 0.015 Wind 2.212 16.588 0.000 LT 0.000_ RT 0.000 LT -1.508 RT -1.508 LT 4.560 RT 4.560. LT 1.093 RT 1.093 4 0 HD Len 4.0 Wt 0.015 Wind 0.822. 8.215 0.026 LT 0.013 RT 0.026 LT -2.067 RT -2.080 LT 0.978 RT 1.013 LT 1.809 RT 1.801 3.0 HD Len 3.0 Wt 0.015 Wind 0.616 6.161 0.026 LT 0.026 RT 0.000 LT -2.080 RT -2.054 LT 0.583 RT 0.531 LT 1.860 RT 1.877 Designs Unlimited Time : 14:12:44 Date : 05 -08 -19.98 WALLS Parallel to X -Axis Story 1 Line: A Wall Force: OTM Uniform DL: Header DL.: Max Down . Res Moment: Holddown . Story 1 Line A Wall Force: OTM Uniform DL: Header DL : Max Down .•, : Res Moment: Holddown . Story 1 Line A Wall Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . LT LT LT LT Wall 1 Height 10.0 SW Len Seismic 0.189 2.488 0.200 LT 0.000 RT 0.600 LT -0.622 RT -1.222 LT 2.520 RT 4.680 LT -0.008 RT -0.548 Story 1 Line A Wall 2.Height 10.0 SW Len Seismic Wall Force: 0.189 OTM 2.488 Uniform DL: 0:200 Header DL : LT 0.600 RT 0.500 Max Down LT -1.222 RT -1.122 Res Moment: LT 4.680 'RT 4.320 Holddown LT -0.548 RT -0.458 Wall 3 Height 10.0. SW Len Seismic 0.283 3.732 0.200 LT 0.500 RT 0.500 LT -1.122 RT - 1.122 LT 8.370 RT 8.370 LT -0.773 RT -0.773 4 Height 10.0 SW Len Seismic 0.425 5.598 0.200 0.500 RT 0.000 -1.122 RT -0.622 16.808 RT 12.757 -1.245 RT -0.795 Wall 1 Height 10.0 Seismic 0.204 2.711 0.200 LT 0.000 RT LT -0.602 RT LT 3.189 RT LT -0.106 RT SW Len 0.300 -0.902 4.404 -0.376 WOODCAD QLAT (Pro V4.0) File: 991101 Page: 2 4.0 HD Len 4.0 Wt 0.015 Wind 0.149 1.492 0.130 LT 0.000 RT 0.390 ' LT -0.373 RT -0.763 LT 1.500 RT 2.544 LT -0.002 RT -0.263 - 4.0 HD Len 4.0 Wt 0.015 Wind 0.149 1.492 0.130 LT 0.390 RT 0.325 LT -0.763 RT -0.698 LT 2.544 RT 2.370 LT -0.263 RT -0.219 6.0 HD Len 6.0 Wt 0.015 Wind 0.224 2.238 0.130 LT 0.325 RT 0.325 LT -0.698 RT -0.698 LT 4.680 RT 4.680 LT -0.407 RT -0.407 9.0 HD Len 9.0 Wt 0.015 Wind 0.336 3.357 0.130 LT 0.325 RT 0.000 LT -0.698 RT -0.373 LT 9.551 RT 7.593 LT -0.688 RT -0.471 4.5 HD Len 4.5 Wt 0.015 Wind 0.161 1.609 0.130 LT 0.000 RT 0.195 LT -0.357 RT -0.552 LT 1.898 RT 2.486 LT -0.064 RT -0.195 Designs Unlimited Time : 14:12:44 Date : 05-08-1998 WALLS Parallel to X-Axis Story 1 Line B Wall Fdrce: OTM Uniform DL: Header DL : Max Down •Res Moment: Holddown Story 1 Line B Wall 3 Height Seismic Wall Force: 0.407 OTM 5.421 Uniform DL: 0.200 Header DL : LT 0.300 . Max Down : LT -0.902 Res. Moment: LT 15.188 Holddown : LT -1.085 • Wall 2 Height 10:0 SW Len Seismic 0.475 6.325 0.200 LT 0.300 RT 0.300 LT -0.902 RT -0.902 LT 20.199 RT 20.199 LT -1.321 RT -1.321 RT RT RT RT 10.0 SW Len 0.900 -0.602 12.757 WOODCAD QLAT (Pro V4.0) File: 991101 Page: 3 10.5 HD Len 10.5 Wt 0.015 Wind 0.375 3.754 0,130.* LT 0.195 RT 0.195 LT -0.552 RT -0.552 LT 11.706 RT 11.706 LT -0.757 RT -0.757 9.0 HD Len 9.0 Wt 0.015 Wind 0.322 3.217 0.130 LT 0.195 RT 0.000 LT -0.552 RT -0.357 LT 8.768 RT 7.593 LT -0.617 RT -0.486 :T'rJ w.;a:�yn..:p• trv,.n;.:.y: •;�: i :.. iS , :1 ,, � .:+r y � � r ;,v ,,,, r e1. ��`� , �,.rx,r..,� . t..�......r_�L.r...r ..; +�.: F., .�,,;Yt�.. ... J,..S�F: ?7.i �., �.., �s•4r d .t CTIVITY. NUMBER: D99 - 0365 PROJECT NAME: RUBINO /ADAMS ADDITION XX Original Plan Submittal DATE: 10 -6 -99 Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued D EPARTMENTS: Buildigg Divi 'o P j l c Works AMU In -I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -7 -99 Complete FL Comments: TUES/THURS ROUTING: Please Route Approved F7 \PRROUTE.DOC 5/99 Pe nen't+ Cnovd . C-1 PLAN REVIEW /ROUTING SLIP Incomplete n g __structural Review Required Cam. Fire Prevention Planning Division ryct la- Structural U Permit Coordinator 11 Not Applicable No further Review Required I I REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -4 -99 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: 5 • Cr City of Tukwila Department of Public Works TO: Permit Center t FROM: Public Works Engineering DATE: October 13, 1999 NOTIFICATION OF UTILITY PERMIT ACTION SUBJECT: RUBINO /ADAMS ADDITION 14920 57 Ave S. Permit No.: D99 -0365 Contact Person: Dave Rubino Phone: (206) 244 -9101 JJS /jjs CF: Development File (with copy of application and plans) Public Works Utilities Inspector (with copy of application and plans) John W Rants, Mayor James E Morrow, P.E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON October 13, 1999: PERMIT FEE Storm Drainage 25.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax: (206) 431 -3665 SHORT PLAT NUMBER L98 -0079 January 22, DATE Certificate Number 17663 CITY OF TUKWILA, WASHINGTON 0 22 40 60 8D IOO i"= 501 RECEIVED CITY OF TUKWILA S.P. #7/ OCT ° 6 1999 PERMIT CENTER FOUND TACK I N .' • : 11 FOUND EXIST ASPHALTO.0Z'E. + - •( + C:; ( " IRON PIPE SET ' OFFSET . O L 0 , p 4 � SET SY L5 A1. 6012 S � . TAG £ '711CK s' ELECTRICAL EASEMEN , 0.13 T- K6C.No.770 /t1067! 10.30 oRrvorN 89 °52'Z4 -"W (11 84 ° 5Z 1 13 ° W •SPA MEAS se•r - -v P 203.68 Nor 07k1,1 R� T � ,� . SE 021)3.55 SP) ~ iii sP oo 24.0' , .. ' HOUSE /' / # 14420 3 S. 14'?T� st FOUND Mow 114 LASE (yp..) 22.1' 27, i8' S.F.± t0 0 . ress /g, ,, Eoleacr 5 87 13 E w N _ "4 aE.Ma✓�7z 8T.46` - - S rW O NTO L m "Aa / Z h .F.± ' Sv NO, 0736 ° E 10' '34.48' WATER 1999 Page 4 of 4 I ris b %0' '7 - 102. o54 ! 8 I � I N f 7.53` ' ! a 14 age 3S 3S 0 E I LINE 108.707 EASEMENT � g 0 8 SET, LS 17443 AP kREBAR OTTYF(CAL) t-1 89 ° 5Z'24"W (N87 ° 52'1 3 "W S•R) 203.68' 0203.55 31'7 UND S E IRO< SP SNORT PLAT" N0.77 -39 L SET BY L.S. 6012 1.47 N g o.55' W.. ,PIPE MAY HAVE P=, PLAT BEEN MOVED DURING WALK c0NSTRUCTToN. NOTES: 1. Basis of Bearing N 89 ° 23'00 "E from Mon in -� case @ 58th Ave S & S 147th St. intersection to mon in case @ 59th Ave. S & S 147th St. •1 P�' intersection shown on City of Tukwila Short Plat No. 77 -39. 2. Instrumentation for this survey was a 5 second theodolite (Leitz 4B) and electronic distance measuring unit. Methods used in the performance of this survey exceeds minimum standards, of WAC 332- 130 -090. SURVEYOR CERTIFICATE This short plat correctly represents a survey made by me or under my' direction in conformance with the requirements of appropriate state statute. EXPIRES 6/9/00 ri.1119 1 ' 1 " -Ls • `, ot< q .JL. I im n SINISIS3C7 , a TX iP 12 511 W !i Pt I qi! 1 ! 0 7 ,) 5 4 r %1 D9 1111 Z 181 of WI! 11% P r Js 4 tl ty EN,ki p )() i: t) 4 FM i * , 17 FT, ,11 k 4, , ri 6 1011101M111111■11111111100100 INK)Lucacni C)NIEIrlid 8 11 F 2 Qth I ti 2 E 1K h i !f § 1 p 4, 2 ogki& 4a. 4 .§ r 42 1 ; <l11 111 9 k i ill 1,1111 1 2 < 2011; 1,Tp 1§1,4 ,N2 Rkvil z-.1.P 11; 11! r V A h H ie 11 ,1 1 1 111 !) , 11 1 1 I lib ; 11 11111 !I il l 1111 I 1 11 Rz - -3.1%§ Lardi It 11 4 16 c 0$ /: / 111111 i i 11 1 ±1 < ( 42 ■Oin A9. 62 1 1 111C 1 i 1 ( E li 1: !---- Pll ile '4 . 2 ..111 v 0 ,. 1 1 , IL :C 4 ..- ro t 4 1 o 1 z 2 . IS i I 'I' p , ::::1:: i te, ,, 1 0 il t i41 § ,1 1 . 4 '4=44 .,. I A tioli 5 g ;1 H”In Oil 'A K 6 qi',1 V 1 i L 4 I M fl : p •_( ts y ih I Ilp ,, plie 1; 1 1 i 0 xi , 2 _ 1 , nn ,, k , n 1 i i i il i i § 1 i i i ll qb E ° 0 I 11 '11. 1 - 1' 1 V nmv, 1 Orlii ea 1 A Fq, ,I- i i - 4 zg- alp im i_LI . t il i . , t1 • V q i il P$1P111 -1 0 rkOlg1 P MIFIF, ille) g iii, Vp i r° • if- p ;z 111 I El il iy 0 1 z P " ,r 611 i 9 C I I kl illggli 10 2 i hi 19L011 li -----• , ,,,,, 51 11II I i i''po` 1 bk il.oi'§1111_1 n to .1 1-• 5 11 _ . , .... 9X k Lu , t ON 0 nmt it<1 1 ”N n & t i r §, 1 " ' i6hLo io i ml 4 .+- 1 'u 9 k p 78 4 Q. ia i 041 11 • ' . :: : .. - - ;1: 8 1 ;:il! 4* 0 8e, No tid g ?3 11 '4) ' r < sh i 41 01 lqiCelit 00 Tel') h1 111 lill h P 1 h o eq" >,,h2 lha Ri v. mammon 11111100110 dO LUM/0101 lilt Immo muni... emu Tr, art ursoirma Neu. 11111.0111K. E1110110001 01 001 cow.nrin IMAM RC. 1101111011010d NUL. 100111101 03111•101 011011VINVA VO emni usu. mama leo Trf am= AM Al 1101/011000011/ 1110/10/10 walecm Kum ionvorsx. camew.:* sr. saw am mina "mu .ow pini. -muss NMI 11011 1071.101111001100 01 MEd 010 MUMMA IMMO 11 1110 /011111.1 E i 6 1 a E 2 Lea 2 i-1 l i ; I: 4 ill 1 ° Mr" ii III b9 t i ! III (<- 191 ,fi li ,,giw // 1-p V 5 f- dtVit!(1 1 -.1,1 : il § II *: 1; a a ' w i,1 ■-• - 0 - tt 1 4 1K1 .-, i ! if h ! 0 i i 41 AO I itl„„Ell §P Vila` ?ill' "1"17; 52 I , li 11'4 11 i 6 .id,,s4,1r.td, 666 § < 4 _12 i 1 i 1 i 0 OwL2 2 ? $ a < II I 1 11!1 !;° 0 1 :1; r i$ 1 1111 Y ch ii t ! ! I II I 1 '' 2 i i'a l),-f ihi 1 I i p i ,_-,J 1 E z)2 fi et - k t ii 9 N A'`61", 4 1461 ifl § ?Il P i li kitP ill 11 ln;vp g t 9 Rgli ti i E 101i! 21 'd il I ' 8 P I ii 01111 1 ill ;ill 11 il `0001110■0001 b66i 20 ,Rg :El RD fin, uns 5mp-A1tu:,4bviaAos-p,14ctlams,,ofw, • ROOF FRAMING NOTES 4. ALL RAFTERS TO BE: 2X8 H.F. a2 AT 24' O.G. TYPICAL UN.O 5. ALL TRUSSES TO BE AT 24" O. TYPICAL UNO.. 6. PROVIDE ROOF VENTS PER 5EC. 15059 UDC. 1. ROOF PITCH TO BE 6:12 TYPICAL UNLESS OTHERWISE NOTED. 8. 24' ON. TYPICAL • EAVES 4 6' 0.H. TYPICAL 0 SABLE ENDS, RAKES. 9. PROVIDE 'SIMPSON' HI OR EQUAL FRAMING, TRRAMINS ANCHORS AT EVERY RAFTER/ TRU55 AT EACH END AND AT SABLE END TRUSSES. 10. VENTED BLACKING OVER SUPPORTS. 11. CHIMNEY HEIGHT TO ee 2' -0' M!N. ABOVE ANY PORTION OF BUILDING, WITHIN IO' -0" PER I18G SECTION. 3102. (WHERE APPLICABLE) 12. .BRACING,: (STICK FRAMED AREAS ONLY) • (2) 244 UP TO 10' LONG,. • (2) 246 10 TO 14' LANE. ' (3) 246 OVER 14' LONG,. 13. PLATE FEISHTS, • MAIN FLOOR T-6" N EXISTING AREA • MAIN FLOOR 10' -0" N NEW AREA 14. TRUSSES: • CARRY MFG,R STAMP. • DO NOT ALTER WITHOUT BUILDING DEPARTMENT APPROVAL. • INSTALL AND BRACE PER MFSR. SPEC. I. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRAGINS OR POSTING, AND PROVIDE ADEQUATE BEARING,. TO FOUNDATION. 16. HANGERS AT POSITIVE CONNECTIONS TO BE SIMPSON OR G,REATER ROOF FRAMING NOTES • TRUE` ENG,INEERING,: PER UBG 1069.42, TRU55 ENGINEER OF RECORD: WHO WILL REVIEW, APPROVE AMID NOTE: ON THE DOCUMENTS' THAT THEY HAVE FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF T+E BUILDING,': THE EN6INEER- APPROVED DOCUMENTS. WILL THEN. BE FORWARDED TO THE BUILDING OFFICIAL FOR REVIEW, AMID APPROVAL' PRIOR TO FRAMING INSPECTION'. CITY APPROVED DOCUMENTS SHALL BE ON THE JOB SITE AT. INSPECTIONS. TRUSS ENSINFERIN5 SHALL INCLUDE SPECIFIC TRUSS BRAG!. REQUIREMENTS. ligg7 , Uoc KEY: = EXISTING WALL MIZEISSEIM = NEW GONSTRUGTION = WALL TO BE REMOVED • 7004 ROOF VENT GALLS. PRIMARY ROOF AREA: 830 S.F. / BOO • 2.79 5F. VENTING, REGD. 2. 7Q 5.F. / 2 • 1.40 S.F. VENTING REQ'D AT ROOF RIDGES. I.40 5F. / (.44 X .15) = 4 VENTS READ. SR I/4' • 1' -0" -0" O r+ 2X8 HP 42 • 24' O.G_ TYP. retoai.rs 509.50115111:110 11E HOLIXEIR SMSOM PING, COVI L.01r Ff9A IG�'.'IOPa L_v�.L 71443., T1f• E TO =sTaD aO_T $HALO :..._ (251 16e 21 L.STFIDB (a; 24_ ..:.. (24; E. - - - SiNI214 (31 2)4_ .... 238,E ice - _.. 2J - STs4jO _ 2; STHP4 __.F4} 274_ _ (CF.s1'' 160 _ - f4,VF'a' IN 'a (5)' r ..mr xLLDOPP1 sLE 51/°501 TIE Fets all SM50111 Nm fISALOO OTHEZ 4. , MOL .Y' . S: JD _.. F?°'ENER: TIE: T"PE TTPE TO STS RT S2 GS2O 2x h&i 8c Eii •-.. � GSIe 2rt_ (2P G 516 2X_ (26) 76. (2D M5Y3T 0t 3X_ CZ; r� EA: "'h3 (2) I'5T48 F2r Sx_ (odd f>f� E� - _ _ (2) "5762 (2) 3R - .. 45E" 16a HDHE ex_ l5P'CC . m 1530 HHOLO01N 11016 AiI<AL WIOI6 ?rl MNY44., CONC.XLF' E COOP REBt.'� a"4`fs 3 TO BE s.v KS- : =2 MPaP_ B) REFER TO MAl31EA .ice" ! . - 44-6 , 9. - FOR ,Dit'HS ' DST ANNE TC .F0.17ArON CORNER Gi c TO T4A74.1FACTIX RS` DATA- •R±i.1.1.T* E�✓KiN6 D). !< -• t6 : ,44..p ACSUFc ".r.AT =?.2 Aso,. S'J'_T -_ r*�7•g3.^ EP POSTS AT F•O z' ox' l'2•• �£ AI.Ci$ r crc NO__.. .N1 AT OP ER ._ SHALL SAVE A PAIR, O?E ABOVE ANO ONE Y A Tr-REAL ROD 5} - StiT- ER-1 FOR STHDB, S?f370Z FOR SF o,a, Ate^+ 5- -£f <Qv FOR 67-17 5 z NeT ._ -- 57., FASTO R FOR P•DS SNAL EE SDS i4 - x3' ACC., I T STLD FA�GTENc� FOR STHD SMALL EN M"N.:.DM STS'S WR. C c b` NE, FOR rs OR" E1: FN63 ?" W. - 0R st,LTANse 4AV'N6 2 OR MGR = STORr eat - a OAP PET KIPS •043ER. 2i. 2E8 3. ads 550 AO P�p 055 611E E SPgr.6 KIPS SIP-A- WALL SCHEDULE 6R 111 SPECIES 692. SICATIHNS W HOP CGH642“ 54T-AR WALL EDGE. AN EOT`G`r RM., TO A tiCTE5 s-z. TniNG, NAI_NS B:•C' -. - 3, PLATE TOP PLATE S+-rEAR i 5 :0Ei; ( OG !.N GC,' {•N OC1 (N OC) (KLF,I lag' SP (1) 6a • ' 5'8" 4 T r62 4 • 8T 010 6 T :12' 59 (2: ba a TI =' f 12 A35 • iea 3 ^2 NA 2-8a , ,R8 "' • 64 r.ba 4 i a.. - OI^ b, `.. b 15 RS (1) 10a • 6 5,5 ' • 48 ietl a 5 • 24 ,.1112 -8a o ,, 2 , „ >- � .. 5 A"~5 • n,._ -8a 034 772 "�(+ �.�. r� _ �^ ...._ ,5e3S` R5 (9 10a • 2 S;b.' a 24 16.^. a 2 A350 %2 r /12 -btl 0.45 . = 5 5 1532" R5 f•' iCtl 516 • i6 tea a 2 435 • 4 .vl2 -84 060 _ 2, 5b , 2 ■532` R 121 ,' • 4 r8' a 5 2 -'6a 4 A35 a tt � 2 -Ea " 5. E 15/32' RS (2) r2* • 3 ✓d' • 'i2 2 -'6a a 2 2-A35 a 12 41.62-E. 240 5, E 1 a 15/32' RS ;2) .Oa a 2 5/9' 4 8 2- 6.F e 2 2 -A35 • a .402-5, 20 2, 5. T FOR TOE WALING: SB FOR 5YP5l.'M 5OARD; RS FOR APA RATE, SM.s.TH,NS f SHEAR. WALL NOTE's 69E RAL NOTES (APPLY TO ALL SEAR WALLS, A) FOR RATED SHEATHING PASS. SPADE NA!_S 4 12 IN (303 MM) C. ALONG iN73R,M.2:ATE FRAMENS MEMBERS. B) BLOCK ALL PANEL EDGES WITH MNIN4.44 2x MM,) BLOGKtN6 • APPLY NAiLINS TO ALL STUDS, TOP AND BOTTOM : _P. ES AN2 BLOCKING. Di FRAMING TO SE A MAxIM, OF 4 (610 MM., _' FASTENERS SHALL BE ORIVEN FLUSH W!TM SLPRFACE O SH=.1 ?NG- F) PROVIDE SOLID BLOCKING UNDER THE SHEAR NAL, A THE ✓IAP(-:2.•5MS TO ACCOMMODATE THE BOTTOM PLATE ATTAGHMENT 5) OFFSET PANEL JOINTS ON EACH SIDE OF WALL MINir t 1 ONE STUD BAY. SPECIAL NOTES FOR SHEAR P4 J.. 9 (APPLY TO WALLS SPECIFICALLY NaIED) I) APA RATED SHEATHING, EXPI / EXP2 / EXT OR C-C / C -D 1 STRUG - 1: PLYWOOD 2) STRUGT. i APA RATED SHEATHING EXPI / EXT OR STRLG'T. i PLYWOOD. • PROVIDE 345 (Tb MM) AT ADJOINING PAL EES W/ NA. S STAG FRED 4) PROVIDE MINIMUM 34 (•6 MM) BLOCKING OR JOISTS BEtiA H BOTTOM PLATE WITH BOTTOM PLATE NAILS STAGGERED. ' 5) WALLS WITH GREATER THAN 350 PL.. REQUIRE A MINIMUM OF A 3x SIB PATE TO COMPLY' WI'M FOOTNOTE 3 OF TABLE 23 6) FRAMING, TO BE A MAXIMUM OF is IN (61O MM) GC. FOR SMEAR NALLS 1 AND 2. T) PROVIDE NAILING AT INTERMEDIATE SUPPORTS TI c 54!ME AS ED NAiL:NS iN SHEAR WALLS THAT USE G•E3 (SHEAR WALLS I AND 2, a) FOR SHEAR WALLS 2 1, 8, AND 4. PANEL ..'..iN'T5 SHALL EE OFFSET TO FALL ON DIFFERENT FRAMING, MEMEERS GR FRAMING SMALL BE 3" NOMINAL OR AND NAILS ON EACH SIDE SHALL BE STAGGERED 44,4.4 SW 1Th RECIVED CITY OF E TUY.LNILA oC - g 1999 PERMIT CENTER CITY OF TUKOLA AP PROVED 0 C 19 1999 B,31,1:ANG DIVISION P 1 J 1 PRAL (X • xxxxxX • EXISTING OVER FRAME FOR HIP ROOF SCALE: Pairarla0 rroo a ROCKERY `[6"i OVER FRAME TO CREATE FALSE GABLE i . NOTE:.. ALL EXISTING EXGEPr NEW OVER FRAME FOR GABLE Nc&O'R ll&wsnl©n SCALE ELEVATION NOTES I. PROVIDE. CONTINUOUS METAL GUTTERS TYPICAL. 2. PROVIDE. ROOF VENTS PER. UBL. SECTION 15059 TYPICAL. 5. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS. 4. PROVIDE WEATHER - STRIPPING AT ALL DOORS AND WINDOWS.. GAU.K ALL JOINTS. AND PENETRATIONS IN EXTERIOR WALL. 5. FINISHED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2% FOR A MINIFVM OF 5 FEET. b. POST APPROVED KIM ERS:OR ADDRESS ON THE DWELLING. ADDRESS. SHALL EE PLAINLY VISIBLE AND LEGIBLE PROM THE STREET FRONTINb THEDPELLINS, MOSTTN6 OVER MANE FOR WP ROOF PLATE 0 Oi SUE'FL.00R SCALE nonh& SCALE ' II E 1 Ij s�1�.ZCtH !I1Y R OF11 MASISCAi_S °o EX. a. IxaOF vu� �u u cdowaUcm I/4' - ILO 8noR ® musiabn i SCALE : I/4' = I'-O" \o G ' h h MATCH ROOFING TO EXISTING STRUCTURE MATCH SIDING TO EXISTING STRUCTURE CAD 100111A O C f 1 9 1999 gI ■ILDING DIVISION I/4. • ¶Aq �:Q a n 61AZIN6 SOMME - RUBINO A170171014 Loovesom war. S wage_ newe so. TT N AMA. :mpg do, vow Gov,: 5650, ...,./ 2 Soo o 00 +0. 5630 vw.,, 2 SOO 2 :. 20. !hag mar 5..w. 5670 a•ti 1 5 00 .1 200 woe 1,00 5.**** etso ./Ay 3oo .7 Oo *00 dons Cap, ........, CAT , wri 600 200 200 CO dining umt Sawa !CO , eareg fix. Sum. .0 vw.,, 2 00 2 EC 5 OC anwg 5665. ..,'".._ . I ,,,, c , *IN" 50E 5= raft N.. 5....... 5.0 wiry . I, eo 56c 1511005 TOTAL 191260 ?RENON 12001t5 Loavaaot mono. Immo. 'woe NO. rt ANS, .. L r wv,r4. ?or 4:0.55, 5O 6 DOOR TOTAI. 0 000 ocoo SKYL161415 LOCATION NAM'. NOVEL. TRAM TO. Agee^ 480 AIR L,r LI-VAL lIvIng/LINna .1130 3 20C 2400 NG SKYLIONT TOTAL .00 elAngs et-t-toder .to , Irishoe ores; .14. 5,, tot. glazIng roe° SP. Tata 4,7 El P.41 % or god, ROD IL avg. toval o _ MEC CHECKLIST TABLE 6 250 raw_ ELECTRIC. RE5ISTAW-E 0 P's _ X GNAPTER 6 PRESGRIPT1VE. C...APTDR 5 70.A0E-G,. Proposed 6;01:Facia Op.. nun., ''.' '‘..........9.... ¢-30 Max 9106Ing allonFed 56 2,00 Mot careIrs6/..ca st-30 Proposed gicaing 5 405 Ex:0,0r noNs 42-,4 Max. gicang u-voluo olloa. 0650 1-10x46/gOrag• cox/x.2A A0, , PrO004.1 glazing s-valso 0501 Floors over ....sots. spouse R-.L Mc. 000r ,..-volve ollofted 0..00 SI. 044 R.," Propo44.2 ,00r ,volvo o2ao Mc. . WIeratea soocoo R-e !Ss GX` 14071 To, 14,40 P.M PM P if: "Tr EXISTING KITCHEN ge©RbCDR 2E ROOF CONSTRUCT' ON cOMPoSITION SHINGLES 50• Pa.i INEERINOVEN SOLID SHEATH/N6 RAFTER-5/TRUSSES/CEILING JOISTS PER PLAN R-`30 BA, OR BLOWN-IN INSULATION MIN. SAS HEAT 5/8" GYPSUM KALI- BOARD • CEILI145 WALL CONSTRUCT I ON SIDING PER ELEVATIONS 15* SUILDINS PAPER 112• cox PLYwoor, SHEATHING, (OR E.QUAL) 2x4 STUDS AT 16 O. R-19 GATT INSULATION KITH V. FACE STAPLED. OPTIONAL, 206 STUDS • 16 O.G. WR-Ig INSUL_ FLOOR C ONSTR.UCT I ON FINISH FLOOR PER PLANS 9/4" T. PLYWOOD &WED MD NAILED FLOOR JOISTS PER FLAN R-1 GATT INSULATION 511N. OVER UNHEATED AREAS POST AND BEAM SUPPORT BF-LOW -JOISTS OVER GRADE • CRAWL SPACES 6 MIL BLACK VAPOR BARRIER 41:)(41 - (201105 TO PL. NEW TO. S.115FLOoR cmPOrTwi 6 1999 F'ERMIT CENTER OVIt60 Ni ,pRovED ()CI 9 1999 ILDING DIVISION DBL STUD TO ST 0 Lb Up PRAM. 4 RXINDATTAR 1:0450iON • 2. 15.161.0 NV AO 0 ISM ONT. RILLATEN , TL STRAP PER RAW JOIST • RON •ERLIEVATION 0/ • MELD. PARR OR AR INPILTRA1104 WM. 0/ arAmer PER PLANS . '%'" 0,44 OATT INISLAII04 NI 5/4 T4•11,14050 SINSOCR ....; r ............ 41•1. I BEARYTALL 11 moon JOIST. TTP- I 54104:4040 11 1 SCALE : TI IT #1111,11111 I ...soon JOT Olt 1,11. P/5 PLAY 1 / ' SPX 11104 I , ■ EXTEND POST TO ,...' •-- 2. russawrierAves , BOTTOM OF DOL. C mt . , . AM242141XXTS PER SMEAR . - , . , , earmrierr • tr ..x. mom woos, msc WIWOOCHT 1 At Yu . , 7,...... ........1 X ... ...IL !Lock wane sovutot rhoi - v 5101-00141 MIN. PER PLAR : - CONCRETE ETD 007.45 - ii i FOR SIZE BEE MAR ''' '2 - '1! ,. . :-; - ,_.:.,... :f••..-.1---r;-1" , ..;: . CC, 00.07. NG, IY ‘-i : . F , I m_ Mti . •:.. NTS. RS3AR - BEE PLAN Nom. FOR Trptcm.. BEAR POLLS'S IMMORTAL 17.105, HALO. BEE NOTES .7 , ) \.. I 5" FDN. WALL 7- 2 SHEAR !NALL @ INT. FDN. Fre ■, SHEARAA.- PN2ALLE- rex:lyre SEE SHEAR YtALL SCHE2ULE FOR BOTTOM L. NAILING 6" O.G. 2x .1_0,...K.,,, - - SIMPSON ......._, SHEAR NALL HOLDOAN - 2 AND LOCATION .009P ROOF PLYID. SIFF& SEE NOTM o BIMT Si FOR A' 7 NAILING REQUIREMENTS 1 2X • 24 0.., I0d • a. c.c. ,,r. 2 XS EUT-T4.0 ORS ,__SKYLIONT ME PER MASSY 4 Mt ORS I rust... azca.exceo err moor_ 0..12. 0.0141CPANELTO GE I,- P. V.-Aeei , .... , ■ ..... N...... RAPTERS N / f N.', ■.. N.. 2,44 MELD - ,... ..... OR TRUSS arrow , FEY( . 1 i- ' =THIN. °I01 RIM JST. OR NAIL ASSF CLIP TT 52• O. 54 CONT. REIN. SHEAR WALL NAILING.- SEE SCHEDULE : 50106 0.C. MIN. 1 (2)10d • a O. ‘554.50. (OR EGO) HI SEISMIC CUP AT EACH mese AB. x 10 - FOR SIZE 4 SPACIN6 SEE PLAN li NOTE, FOR TYPICAL SHEAR WALLS IZOTA DIAPHRAGM NAILING, SEE NOTES 0 FOR PANELS n/ WIDTH Less THAN 4-0" LAP PLYWOOD OVER RIM JOIST SW TYPE 'X' SAM NOT TO WALE /--- 5) SHEAR NALL @ FOUND. WALL \ (FLOOR XTIST PARALLEL. TO WALL) C4) SECTION ■.. ROOF FLYND. /c.• , SKYLIGHT DETAIL x 2x BL.K6 r yi -". 'F - - - - I 1 60 NAILS • b O.G. 2 ;t I 2. PT. TOP RAIL ix..4 .4 P1OGETS • 5 STY LA ,.., 2. SOITOM RAIL 4. POST 2. P.T. MOONS PLYIND OR 2x4 FLAT • 24" BNB ROOF SHEATHIN6 NAILED PER SCH EDULE V WOOD 6;1 . .Y A D . 4 1 A.y EL i T 3 i • 6 0.C. NAIL 2x4 TO 6Y1B. NAILED PER , SCHEDULE 6_ .0,c PLYWOOD Kt= )Y-S5a.STEIEL-E ROOF SHEATHINS NAILED POLVA tiAllS4 PER R A.-'1).-Fr) • . \ 3x P.T. ,..„ . P.T. ROG gr 0 x et OrINO POOR. Y412) n. Nr.4,..4x.r.4 .2.7.41114 A JOIST • 14 0 ISOLATED 4 4 CR x. 4X P.T. SEAL ! GAP! 644 POST 4. P.T. POST LOPS. F544 POST EASE ' I il d v e A,T,4,4; 0 . /S60., T '16121A■ iliffilli i I 2x4 BLOCKING. a kV 00. wilMENSIrl:■11 Ykr.Lt iCNDULE NNW --,F , T.,-1 -41EA. ga - ,- I , Ike.LCKet...1.„PlblyHEAR - . ., o ., AR ‘4 NOT TO SCALE 7 7-7) ■.. DECK \-.6)) SHEAR WALL PARALLEL TO TRUSSES'/ SHEAR IALL PARALLEL TO TRUSSES 61AZIN6 SOMME - RUBINO A170171014 Loovesom war. S wage_ newe so. TT N AMA. :mpg do, vow Gov,: 5650, ...,./ 2 Soo o 00 +0. 5630 vw.,, 2 SOO 2 :. 20. !hag mar 5..w. 5670 a•ti 1 5 00 .1 200 woe 1,00 5.**** etso ./Ay 3oo .7 Oo *00 dons Cap, ........, CAT , wri 600 200 200 CO dining umt Sawa !CO , eareg fix. Sum. .0 vw.,, 2 00 2 EC 5 OC anwg 5665. ..,'".._ . I ,,,, c , *IN" 50E 5= raft N.. 5....... 5.0 wiry . I, eo 56c 1511005 TOTAL 191260 ?RENON 12001t5 Loavaaot mono. Immo. 'woe NO. rt ANS, .. L r wv,r4. ?or 4:0.55, 5O 6 DOOR TOTAI. 0 000 ocoo SKYL161415 LOCATION NAM'. NOVEL. TRAM TO. Agee^ 480 AIR L,r LI-VAL lIvIng/LINna .1130 3 20C 2400 NG SKYLIONT TOTAL .00 elAngs et-t-toder .to , Irishoe ores; .14. 5,, tot. glazIng roe° SP. Tata 4,7 El P.41 % or god, ROD IL avg. toval o _ MEC CHECKLIST TABLE 6 250 raw_ ELECTRIC. RE5ISTAW-E 0 P's _ X GNAPTER 6 PRESGRIPT1VE. C...APTDR 5 70.A0E-G,. Proposed 6;01:Facia Op.. nun., ''.' '‘..........9.... ¢-30 Max 9106Ing allonFed 56 2,00 Mot careIrs6/..ca st-30 Proposed gicaing 5 405 Ex:0,0r noNs 42-,4 Max. gicang u-voluo olloa. 0650 1-10x46/gOrag• cox/x.2A A0, , PrO004.1 glazing s-valso 0501 Floors over ....sots. spouse R-.L Mc. 000r ,..-volve ollofted 0..00 SI. 044 R.," Propo44.2 ,00r ,volvo o2ao Mc. . WIeratea soocoo R-e !Ss GX` 14071 To, 14,40 P.M PM P if: "Tr EXISTING KITCHEN ge©RbCDR 2E ROOF CONSTRUCT' ON cOMPoSITION SHINGLES 50• Pa.i INEERINOVEN SOLID SHEATH/N6 RAFTER-5/TRUSSES/CEILING JOISTS PER PLAN R-`30 BA, OR BLOWN-IN INSULATION MIN. SAS HEAT 5/8" GYPSUM KALI- BOARD • CEILI145 WALL CONSTRUCT I ON SIDING PER ELEVATIONS 15* SUILDINS PAPER 112• cox PLYwoor, SHEATHING, (OR E.QUAL) 2x4 STUDS AT 16 O. R-19 GATT INSULATION KITH V. FACE STAPLED. OPTIONAL, 206 STUDS • 16 O.G. WR-Ig INSUL_ FLOOR C ONSTR.UCT I ON FINISH FLOOR PER PLANS 9/4" T. PLYWOOD &WED MD NAILED FLOOR JOISTS PER FLAN R-1 GATT INSULATION 511N. OVER UNHEATED AREAS POST AND BEAM SUPPORT BF-LOW -JOISTS OVER GRADE • CRAWL SPACES 6 MIL BLACK VAPOR BARRIER 41:)(41 - (201105 TO PL. NEW TO. S.115FLOoR cmPOrTwi 6 1999 F'ERMIT CENTER OVIt60 Ni ,pRovED ()CI 9 1999 ILDING DIVISION 77.38' 27 S.F. ± 20' 119 215 I . Dfi � 6 ,r Alt 242 __ PNF VAULT / FND EX. I.P. CAP LS #6012 0.54'W k 1.47'N OF PROP. COR. ' T•4 w,r �z TOPOGRAPHIC SURVEY FOR DAVID RUBINO Oa v11a �WUn_r :rs= 0 e) 8 EMMETT C. DOBBS, P.L.S. CERT. NO. 17663 Dcrt Item rpamtorist nth emit L7� standards. to errors and wrath de v, ,, c, of standar& s The r__._- _:Di!iy Has tO'. = "/ .he Of tent!,.. . '.e after this said OIL _c_.,..arice ad require a of rev.cd -:rugs Mr subsequent a li ne triYMS1a por6eto Inspection* Ns l0 13IQ4 g"t4 SD 1 1 O 5 10 SCALE 1" - 10' LEGEND V FIRE HYDRANT SEW'EO MANHOLE WATER VALVE WATER METER POWER POLE TV BOX POWER VAULT CEDAR TREE FIR TREE PINE TREE MAPLE TREE CHERRY TREE WALNUT TREE PRUNE TREE WILLOW TREE TREE ALDER TREE LEGAL DESCRIPTION LOT A OF REVISED CITY OF TUKWILA SHORT' PLAT NUMBER 77 -39 RECORDED UNDER KING COUNTY RECORDING NUMBER' 7902151054, BEING A PORTION OF TRACT 40, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. BENCH MARK HORTON DENNIS AND ASSOC. #18086 MONUMENT IN CASE BEING A 2 1/2" ALUMINUM PIPE AND 3 1/2" BRASS CAP AT THE INTERSECTION OF S. 147TH ST. AND 57TH AVE. S. ELEVATION – 238.980 CITY of g&v OCT •- 6 1999 PERMIT CENTER SURVEYOR CERTIFICATE: I CERTIFY THAT THIS MAP REPRESENTS A TOPOGRAPHY SURVEY PERFORMED UNDER MY DIRECTION. IN 3 142R L. 1998, AT THE REQUEST OF CAV1D RUI1N0 Ax. - 29 - 99 DATE 9/28/90 JOB NO, DRAWING NO, RUBINO ucrt-o3(64