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HomeMy WebLinkAboutPermit D02-088 - TRAN RESIDENCE - NEW HOUSE002-088 TRAN RESIDENCE 12202 42nd Ave. So. _ .- , • _, . / ��+� w ' ,, ow Y „ City of T ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z Parcel No.: 0179000005 Permit Number: D02 -088 w re Address: 12202 42 AV S TUKW Issue Date: 07/22/2002 Suite No: Permit Expires On: 01/18/2003 -I m C.) 0O y0 Tenant: to uJ Name: TRAN RESIDENCE _J'-- Add ress: 12202 42 AV S, TUKWILA, WA CO u- • ' .WO Owner: Name: JACOBSON JAMES Phone: u_ Q Address: 12202 42 AV S, TUKWILA WA N d I - Contact Person: Z +_.. Name: MARK ANTONIOLI Phone: 425 802 -1888 Address: 13860 177 AVENUE SE, RENTON, WA Z O , Lu 11.1 Contractor: 0 0 Name: BAYVIEW GENERAL CONST INC Phone: Address: 2122 S BAYVIEW ST, SEATTLE, WA W F- ij i Contractor License No: BAYVIGC001 LF Expiration Date: 04/12/2003 I 0 U LIo DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,397 SQ FT SINGLE FAMILY RESIDENCE, 461 SQ FT ATTACHED GARAGE, 32 SQ FT w v) COVERED DECK AREA AND 120 SQ FT UNCOVERED DECK AREA. O F PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, LAND ALTERING, CONNECTING TO EXISING SANITARY Z SIDE SEWER, STORM DRAINAGE, PERM. WATER METER, TESC, AND UNDERGROUNDING OF POWER. • • Value of Construction: $230,048.82 Fees Collected: $3,010.13 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 ' Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: ' Curb Cut/Access /Sidewalk/CSS: Y . Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N - „ F ' �c-: Hauling: N Start Time: End Time: :`Y Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. „: Landscape Irrigation: N ' Moving Oversize Load: N Start Time: End Time: s� , Sanitary Side Sewer: Y .� ;:‘`- Sewer Main Extension: N Private: Public: Ar r. ' Storm Drainage: Y ssl ni%. , Ea, Street Use: Y `fit” �t,� Water Main Extension: N Private: Public: y. Water Meter: tt r i Channelization / Striping: YI, - r } _z `1 doc: Devperm D02 -088 Printed: 07 -22 -2002 - .t...,, 9 ■ 1 • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' z Permit Center Authorized Signature: —.40;e7.-_ Date: 7- --Z- 2-0 e— Z / oC w. 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 6 ordinances governing this work will be complied with, whether specified herein or not. —10 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws w regulating construct' or the perform nce of work. I am authorized to sign and obtain this development permit. . -' I - Signature. dil. Date: 7a 001,..._ ' . w O 2 Print Name: l — THU d w 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 z suspended or abandoned for a period of 180 days from the last inspection. I . O z w 2 • o C.) O - O F- = H U LL ~O Z w I 0 -, • Z r MAI �; w <ta�aLi doc: Devperm D02 -088 Printed: 07 -22 -2002 twat p4 £Y r ; ..... _....... .u,,...,., ,.�.,.e: ;., . .. , .. .cer.wMwcwrxmw•a +- r.+.- m,ue — ....•+•«� ...._ .... ,... ... $4titA W �. ) City of Tukwila me Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 0179000005 Permit Number: D02 -088 F- w Address: 12202 42 AV S TUKW Status: ISSUED CL 2 Suite No: Applied Date: 04/05/2002 J C Tenant: TRAN RESIDENCE Issue Date: 07/22/2002 U 0 co J 1: ** *BUILDING DEPARTMENT * ** co O . ' 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. w 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 2 5 that agency, including all gas piping (296- 4722). c • 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be s w uj inspected by that agency Z H (206- 835- 1111). — 5: All mechanical work shall be under separate permit issued by the City of Tukwila. w O 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These 2 W j documents are to be D O maintained and available until final inspection approval is granted. 0 — 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. W H Documents shall bear the seal and I W signature of a Washington State Professional Engineer. LL H 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification — Z showing the fire performance U to rating thereof. _ 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as z F- amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). • 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for , special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed 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 0 give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code 0 and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. ' n ` ,0 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. g pp Y p g A4: s 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). . 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5).`'``; 18: PUBLIC WORKS DEPARTMENT*** 'p g hq. ' 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of �; 9iiiii,� "' work at least 24 hours in advance. ':,�1: 7(� ) 20: Any material spilled onto any street shall be cleaned up immediately. a , ' • 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into �r • existing drainage facilities. :;;4 ;: •AV 22: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains ! jz. <* doc: Conditions D02 -088 Printed: 07 -22 -2002 0 • �NtN�7dlYlt ••..a t'' 11'Asth'MK9r?ev si.Mro c.....owwaiuniitmfrkir+sYS. {y,a {ypy, �. . .wain. .,. aer.,.. uo .rn.pv.o ...........; ,.... .. ..... ......,,. .. ... .. ...... ..,...,. ... ......._... _.... _. ., ....�... , .. .. .. .. 0 $44 s ,..„ . - C it y o f Tukw i • l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 shall be sloped for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and Q downspouts may share a single , _ ~ ` Z . discharge pipe downstream of the lowest footing drain. 23: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 6 5 24: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be U O , a maximum of 15 %. Turning radii co 0 shall be a minimum of 5'. 3� W o . I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances 2 5 . governing this work will be complied with, whether specified herein or not. N d • The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws w regulating construction or the performance of work. ? H Z O LU Signature: ((.4 Date: 7 67 2 00 U O cn, Print Name: /� 1H j^ w w U O Z r . x . �i�j."�taj..E s V .�Y i Sy s {{yy}} _ .t xs�' i . .':N L *447 ) doc: Conditions D02 -088 Printed: 07 -22 -2002 77, -„ ,; ; t ,,:: a .n. �:n�ixMKrit6'k,41M��dkttSk!kRK i....., .. ,..... . .._,w. wr,,,•u.+..r..... , .... ...:.�:.,: ,.s:...i.. .. .., ._,. .:... ,.:.. r. . >...u•.,,,u.:,ctiitv..w^}:.:a. +::u::. :ii,N,: :w,ti. ,...... .. ...... ........ .... . .... , - _._ _._ . -- -- r- , - 1 . .4.0 ::. CITY OF TUI"WILA E. R STAFF USE ONLY ` ;, itt,P o Permit Center Project Number: ii = 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 Ilk- lira ... .- '� (206) 431 -3670 Permit Number: 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. Project Name/Tenant: Value of Construction: 0 c.2 Site Address: 7 i t State /Zip: r: l 2 G 0 2 — ` G' ti� 9 / -0 (C//' 0 / 7 7C� Tax Parcel Numbe C' 2 (7 0 _ ) Property Owner: A-1/ Phone:Z 6 -- 7? 3 _ Street Address: 3 , 6 City State /Zip: Fax #: Contractor: ?g (o5 Phone: Street Address: City State /Zip: Fax #: Architect:�� n t t � < % . , Ire) N / Phoney 2.C' 8 d g /8 Street Address / J a 6 - l 7/ 7 7�t� ,�. S ( � Ci07� /Zip: Fax #Y� . - ? Z � . 7 0 it/ , Engineer: C "E 0 Phone: Street Address: City State /Zip: Fax #: Z a � Contact Person: Phone: W ./U /1 /V < , 4 rU 4- /p L/ C - 66 a 3 6 Q CL 6 Street Address: ity St a /Zip: Fax #: -J U CO 0 co W Description of work to be done: ` S ∎ .`i y 7 (-/,& Lv —/\-) co w N &L4) sr K/S '/g (A.( E. CO/u .5 OCC -; C -rle)./ u) o u j Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence 2 Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* § Q ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) u) d ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof h- _ Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722 Z t.- I Y P ( 9 Y P PP 4 I Existing S uare Footage for Structure: sq. ft. Dwelling _ :3, z..... , % sq. ft. Covered Deck(s) w w O sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 1 sq. ft. Uncovered Deck U D Proposed New Square Footage: 2 3 7 7 sq. ft. Dwelling - e sq. ft. Covered Deck(s) O - , 0 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- re by limitation. The building official may extend the time for action by the applicant for period not exceeding 180 days upon ? L P� Y 9 Y Y PP p 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. L. ■$ Date application accepted: Date application expires: Application taken by: (initials) i - fit' --, /0 -s =0Z <7s- L. 1 PLEASE SIGN BACK OF APPLICATION FORM Mil 4 al SFPERMIT.DOC 2/13/97 ,.." Ime` i >.Y'nv t=ync q•?Ypr�grrt3 "... „a __., vr uSCxsYr,( Y.E'�.�i`GiJA'th'ck�.4`.^,r : .N.. ,v, +. ...:;� .'�� ..,,...,... ,..... .. .;.k_ w� . ... ......:.. „ .,,..... ... .. ... .. ....,_,•.- -,... . - • 'Jr 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 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 -11 a). 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. ❑ in Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) in ❑ 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), z show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. z 7. Parking plan. re 2 8. Lowest building elevation (if in Flood Control Zone). _10 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w = 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the -J (- shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). CO 0 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 ' high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form a H-9). = C 1-- ❑ C3 w Foundation plan and details z = I- in ❑ Floor plan z o ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) m 0 in ❑ Building height o - ❑ ❑ Building cross - section = Lii ❑ ❑ Structural framing plans and details necessary to completely describe construction I-- o ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available ui z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. F H ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). in ❑ 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 ". j , AK Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed E " 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 , AM 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. :'-' 1 BUILDING OW OR AUTHO Z NT: Signature: - � � 1 _ _ _ � ;VII IMO C ,� - �� D ate: I r Print name: / vim`" � Phone: � ' � �_ — �0f< MU Td /J yzi s o i.. / �3g, F x #. 7( i /� / �r 7r Z 111•111 3 8 c9 1 7 7 r "` /'� City /State /Zip: -�� � c i'80 S ' �,� �� Address: SFPERMIT.DOC 2/13/97 'r � . .J'it ':tx4144dl�S � 'A1fi'!oosenv 1 4onWAK.S;F.�, .�'.�.. .'eP !JaM?wtw,.opos.TS4t1 4,4,, .,,,m <•li'AsIttY4 , Hm ,,,,, .., a.., .o-�:.M..'�..r,,,,..._. • ..q.:n • ,s. . ,t'0.7* .rir.`'..._ .'n.xr...a , a .. . ... N., ' :' ' r - - .- - - vc � ■ • 1 !, . . w t4 f . � J (s. 44]] i x ' �' , R City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT < Z Parcel No.: 0179000005 Permit Number: D02 -088 U O I Address: 12202 42 AV S TUKW Status: APPROVED N ( Suite No: Applied Date: 04/05/2002 W W . Applicant: TRAN RESIDENCE Issue Date: N F WO } Receipt No.: R020001007 Payment Amount: 1,887.35 2 L Initials: SKS Payment Date: 07/22/2002 09:47 AM N a User ID: 1165 Balance: $0.00 H = Z1.- 1— O Payee: MAU THU TRAN W C j 0 U TRANSACTION LIST: 0 - = Type Method Description W W #, Amount H V LL 0 Payment Check 1026 1,887.35 Z RD Pmts Re -Dist .00 W N 01' } Z ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,727.35 INSP FEE - SME /SSS 402/342.400 20.00 . INSP FEE - STORM DRAIN 412/342.400 15.00 i INSP FEE - UTILITY 000/342.400 30.00 ' LAND ALTERING PERMIT FEE 000/322.100 37.00 LAND ALTERING PLAN CHECK 000/345.830 23.50 PLAN CHECK - NONRES 000/345.830 - 1,122.78 PLAN CHECK - RES 000/345.830 1,122.78 PLAN CHECK - UTILITY 000/345.830 30.00 STATE BUILDING SURCHARGE 000/386.904 4.50 '` - Total: 1,887.35 , , ,,„ s mg 1 >+. "C ; , 1 , 1 .` -1 )-,::.-,t:.- q TIN. Flt. P -- . ' ' ' doc: Receipt Printed: 07 -22 -2002 ' 4t • `.. i. ,.,.. ,. ..... ..._. .. ...... ...... ....._... .u,.w .... .' socowitow -. ,.i.l e.,1,. fMiml.vmgtY.MGwfrerv.r.., «n. e—, rw. -�.�x, .r . . r. u. w�«.. w..,... ..,... ... ,..- . ,.... ... . ... ..... .. _ .. .. - . - - .._. ... ,.. ....,. , «.... ,. -‚ , , r _ \ 'a 'iiz. R City of 1 iukwila WI 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 z < • , • i '- RECEIPT 1 - 6 r4 2 6 = ..... o Parcel No.: 0179000005 Permit Number: D02-088 o . Address: 12202 42 AV S TUKW Status: PENDING co u) tu Suite No: Applied Date: 04/05/2002 W Applicant: MAU T. TRAN Issue Date: co u ., Lu 0 , 2 g Receipt No.: R020000456 Payment Amount: 1,122.78 5 u_ < u) Initials: SKS Payment Date: 04/05/2002 12:37 PM 1 a 1-- ill User ID: 1165 Balance: $1,731.85 i Z 1.- 1- 0 Payee: THE MARANT CO. INC la ui 2 m , n 0 0 Co O — • ■ TRANSACTION LIST: 0 -. ■ lIl Type Method Description al I 0 Amount Payment Check 6742 1,122.78 al Z (.) 2 — x 1.- O 1-- z ' ACCOUNT ITEM LIST: . . Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 1,122.78 Total: 1,122.78 • --. ----, 114 L i i':;'•Avi 1, A ,,. '1E4 5 , 4 /ff) (I/1.6 rOTAL 1.!..21? ;:pli doc: Receipt Printed: 04-05-2002 s i T _ _, PERMIT NO.: t 0 2 . 088 .x . TENANT NAME: NV` IL VRA N RE 5t DE NCZ. BUILDING PERMITS INSPECTIONS CONDITIONS ❑ I Progress Inspection Status tg 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation ® 10002 Plumbing permits shall be obtained through King Co , ❑ 4 OK to Occupy ® 10003 Electrical permits obtained through L & I ❑ 5 Remove Stop Work Order cg 10004 All mechanical work shall be under separate permit Z ❑ 6 Follow -up ' 10005 All permits, insp records & approved plans available , 1 1= 10006 All structural concrete shall be special inspected E.- W ❑ 7 Pm-Move Inspection ❑ pe ' p 0 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified Q 2 60 WA Ventilation/Indoor AQC inspector uJ ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected U O ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected N 0 ❑ 72 Marriage Lines • ❑ 10010 When special inspection is required...notify Tukwila ❑ 90 Resteel Building Division _11 ❑ 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report v) u- ® 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation w 0 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2 ` 'j 250 Foundation Insulation ❑ 10014 Readily accessible access to roof mounted equipment g 03 1 300 Concrete Slab /Slab Insulation 10015 Engineered truss drawings & calcs shall be on site u- < ❑ 350 Crawl Space 10016 Any exposed insulation backing material shall have co ° • 11.1 400 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation I W ❑ 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire Z F (ia 500 Roof Sheathing Nailing retardant class of roof ' 525 Plywood Deck Nailing fig. 10019 All construction to be done in conformance w /approved Z i— '® 550 Exterior Wall Sheathing plans al ❑ 600 Masonry Chimney - ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project V N lig 700 Framing ❑ 10021 ' All food preparation establishments must have King Co 0 1— Ea 750 Roof/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of 800 Floor Insulation 10023 Notify Building Division prior to placing any concrete = U 801 Wall Insulation - ❑ 10024 All spray applied fireproofing shall be special inspected I— F, 802 Exterior Roof Insulation lEr., 10025 All wood to remain in placed concrete shall be treated u- p 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected iii Z 0 815 Lighting and Controls rg 10027 Validity of Permit V N 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit ~O 1=-• 1000 Interior Wallboard Fastening Z 10030 No occupancy of building until final insp by Bldg Div ❑ 1110 Pre -Move Inspection 11/0 0 10031 Comply with requirements of TMC 16.04 ❑ 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat ❑ 1120 Pre -Demo concrete ❑ 1140 Pre - reroof ❑ 10034 Removal of septic tanks require approval and 4 ❑ 1400 Final -Fire compliance with King Co Health Dept. 1700 Final- Building ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 1900 Final - Reroof ❑ 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 10038 A C of O will be required for this permit ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ' • ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 4004 Special - Welding 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special- High - Strength Bolting ❑ 4006 Special - Structural Masonry 10042 .Fuel burning appliances ' 4007 Special-Reinf Gypsum Concrete .' ,:, ❑ P ,,;,, G 10043 Appliances, which generate :_ " ,, „, ❑ 4008 Special- Insulating Conc Fill 10044 Water heater shall be anchored rtza c..c,.t. r 0 4009 Special -Spray Fireproofing ❑ 10045 Reroof ;; f "Anchoring All new construct and substantial /•'r ❑ 4010 Special- Piling, Piers, Caissons ❑ " g — 441° �� °f £� 1,1': � ° P Prev t flotation” ❑ 4011 Special- Shotcrete improvement shall be anchored to 1 - •: " L -, ';,•, ❑ 4013 Special- Retaining Wall �D p .9� px_' _ 1 „' Plan Reviewer• 14 . Date: 10 C ,.'�' ``' ❑ 4014 Special -Panels � 1� 41i ii Special-Smoke Control System .. ` • ' t ' `- ❑ P Y !�' Permit Tech: b1 Date �4'" ; cm i!,,. 6 7 ! ...,_; ,,., .., . -, .' N- ��: 7}' Y!'? li' 6�; 71k��1�.' Y4hll 4ruarw-+.> we-.+,... n..•.. n.. w-................_. r... r.. w� .•rr+....W�...... . ..... .... ... ...r ... ... .... • ..... „ uu. v+ u, ,.,,........ ,.......+.rte.+- :+.�:�'. ..... ... - ___�.__...__. _.. -.�... - ..�___ rep..._ ........_ r 1 ' ��• tl J ., ■ Z , 1Z �w .!yf�t ? z+n (..'/ "s- .�'. YY�.�.� i - .'...rM• „I.R- .y- i+.. -.w-.� �•i +r.wr- "` +`C '-. S'T _ _1 C) 0 0 INSPECTION RECORD w = I 0 S Jx , : , Retain a copy with permit . . INSPECTION NO. PER T N u- O. — 0 t . CITY OF TUKWILA BUILDING DIVISION �� 2 • . , Z • I- W i --§w;.+r 7 ....7.. z -r+- ::i..t',":�-•� --^ - : ....r..`.;:....... .. ... - 6W 5 . I w 0 INSPECTION RECORD '�` � . N w = 1 7.--• Retain a copy with permit C ' - 0 0 .J t INSP CTION NO. PERMIT N0 CO W CITY OF TUKWILA BUILDING DIVISION �; W w 0 i" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q }' Pro' ct: Type of Inspection: irno 1 k‘v-Yck , u) Address* 4 .' f Date Calle : 'L) Joi . Z ILI � Special Instructions: Date Wante ' � � Q � a.m. Z O Requester: (p ? UJ m Cl (,, U CO PhoneN • Vl0 -g 74&/3 O W • = W .; E1 Approved per applicable codes. `Corrections required prior to approval. I— I= COMMENTS: 11! Z CD U ". '_ . __ 1 E Z 1ti0.k WON(' k -I ‘).d -.2: ( ; :II :: YYI��.hi t enr 1 ;; Q 6 �- a r € bah t • - ; I ' 1 :. Al: N ` : : : Date : f • $4 .00 REINSPECTION EE REQUIRED. rior to inspection, fee must be p ' at 6300 Southcenter Blvd Suite 10b. Call to sch edule reinspec t ion. gittoi Re ipt No Date : ; V '.. 44.. .4,,,ii4..t aigx.1.0*Iri1 'siG4wi .'lviv.it A 604. •`44.A.4ivi.s:tct:4tA draw. . at . Z I.. ti��,_ _ _• —ter - ^�. 6 V INSPECTION RECORD w = Retain a copy with permit V +�Z - o g8 '' INSPECTION NO. PERMIT NO. N L- CITY OF TUKWILA BUILDING DIVISION 2 ?}- ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J u_Q Project: Type of Inspection: ' CO -r an Residence. n Fi d = Address: D ate Called: H" _ ! 2 Zha Ave S 4 -!4 - ©3 Z Special Instructions: Date Wanted: f,}.'m, 1— 0 " j °Q 3 a. p.m. w ~ uj Requester: '''j� ? D iar 0 0 0 Phone No: lC 1 -763 ° '_ (� J / W W Approved per applicable codes. El Corrections required prior to approval. O . COMMENTS: Z LLI U= O I— '4. 1-//SL//o 5 m l'C�t ; i fr Z friv... 7 IA)dfru,k ! /lam (� - C c u lb S. OZ �1 . �5 'f/ )/) t LN, 4 I Vi 1 'SU Lf/(574)3 I' 1 ,(,uii+1 r ( II i, . L I I ,/ 55,S I I ) I G 1 �; .•po i//(5 r-ttrj 4.(I,LA,, 1 ca: Atoo ! ' �w f s Z . i � t Inspector: 6 t Date: /, �, � :,5.:41, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be x ,r; 3 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. com Receipt No.: Date: , yy .S},t9YA'F { . - q il . t: , 14§.4 4faltiS rit •i•e 4).4'iGgi; .., Ai,; 0.!.41rv?t4 ' k . 4/ , Z • INSPECTION NO. �Z f ,.�. v .. r - . • - N Q 3 .; . INSPECTION REC Retain a copy with permit PERMIT NO. CO LL1 • W O . { CITY OF TUKWILA BUILDING DIVISION q N d I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( -3670 �L ; Project: Type of Inspection: /(4 W i Address: Date Called: Z f 7 Z o 7, �Z' /1v-e- S �/ / mi l /U 3 O i - Special Instructions: Date Wanted: a.m� Z ~ Ei I.. Requester: 0 ui I.. U Ta v- o Phone No: P _ (2r71o) SS — 7`l 3 W W U Approved per applicable codes. COMMENTS: Corrections required prior to approval. ti' O \Pe/ voc - Z 111 N j u a ? % is ma y. C 1- tot ,frl Inspector: Date: ' ilti7a $47.00 REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. No.: Date: . rC .. . . . . d13 a7?InsS;'tgl,i }^';k�t�3i4^i ' ,,„rut -k - � r I • Z H Z . � W _ UO INSPECTION RECORD co LLI Retain a copy wi permit 2 -' !- INSPECTION NO. PERMIT NO. co W O • CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q Project ,/ Type of Inspection: L = a Address: °2-• a � � 9 m, T v ^ � Date Called: z ► r v " Z I Special Instructions: Date Wanted: a.m. Z O p.m. W W Requester: ? Q U N Phone No: 0 F WW , = U . ❑ Approved per applicable codes. El Corrections required prior to approval. O ` COMMENTS: Z 111 U = L 0 1— z ..:CCK 4 0 (thdkz ?IAA iJeAA LAP 1 ■14 p ).i wil CJ . , 5 Li/Li/ ) - 1, ( 6v., r Q _e sL4 w J(‹ Bali.. �� e r ,+ lm.i Imi 'u i 0 In3pector: ! j Date: /IA/ IX- r; a• C/ �i C� 7 ft !}, " Y 9 Ci:y.� ri $47.00 REINSPECTION FEE REQUIRED. Prior to ins ec ion fee must be ' OA } paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : . Receipt No.: Date: 3 .1tQ !d4i'iE,YYt *- '!• '1a.�lhb;d"C. , : l .':::„.! , !7,:,';':..;; ; .: .1;.. a ,. .. .. ... . '... .. ,�.. Mw w'S�.'.i�3t JtriGatw�bi�e�as wi+Fad,' �' :F� ; te �afiw�r� t'$ %i:�tJ•14i3i1?iei=:$ . -- I .. I \ 11 A Z < . ' I l". z re LAI 6 D __J c_) 00 VV :.. CO 0 INSPECTION RECORD 1 1 ' • Retain a copy with permit Do9---08P),56 2 I LL' -J !— INSPECTION NO. PERM O. U) u_ . uj 0 CITY OF TUKWILA BUILDING DIVISION 4j 2 . 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 g i u. < flaject: Type of Inspection: U) ccin 'Vc3Irleir) 0, 7 in4. L,Y(ii 600 rd — a i ,u, i dcess: Date Called:, I Z 1.- ()Q ziq ,i c ;_-,. - nf, Special Instructions: Dateyntec14, _ fC12:._,i.` I— 0 Z I— --47 — 7 0 v 2 p.m. 1.1.1 uj Requester: 2 D D (;) I ' 1 a n , 8 S2 Phone No: X III 'L i 0 1 , Approved per applicable codes. El Corrections required prior to approval. L I 0 COMMENTS: I \ ‘ \ ...: Z Vu 6 \ t D 0 G tr CI j• w u) 0 $ C Of ■fPC`A ■ov“ Z C ( - : , FM .ivN J al I (iv. , \ rkry\ ‘ vv• s - .. G IA ot ‘ , 1 St . scve..)./.-k- io IA k vi --) \-0 r Do (.... ,-..,. \ • ■ OppY no, o . , . ; k?.` :•it , 1 iT . 04; tlik ;' it.. Inspector: ----- IQ - --- ct Date: t h.i.T Atri -2 ", 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • 3',Wayq , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z - 4Fr.rfek ' , ..,: -, ...-4 '..;- .c,. ....._ ., ..' _ - ...... - ' - •. - ,, . ... .., i I - - - - -- S Z • H W ,..^ ^_.-- r . "^'t r rr• .- .. - r -« - - •--- - 6 t W m U UO Q I 0 INSPECTION RECORD W • - Retain 'a copy with permit 10 - 0 j INSPECTION NO. PERMIT ,a / co CITY OF TUKWILA BUILDING DIVISION '' . a , W O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 J • Project: Type of Inspection: U. < - T - r a "Re S Irfe 1CQ -L4--. L l l r ( u) Address: Date Calle _ — .5 ----- n4 I- al Special Instructions: Date Wanted: a.m. a - 02�� - o ff c W� W Requester: 1-C` n U ci Phone No: O N �)to- i 6 (- 7 4 � ( ; 0 I WW LI Approved per applicable codes. Corrections required prior to approval. _ ~ F- COMMENTS: — O t Z I.) S A �∎ Yemit fed t)lAC F - _ i O ~ I SA 1 Al l It Z .. J GG 1TO C P V\ o* C OW O1-e `--( I C) - - - v • A `4--- 4- P , -e ) �aS CI I b btjc r )v` v Pc 10)-s fi 5 s. i •• T h ryry i . ti� y ? ' ..4 ' f ' (un'� ( i Inspector: qU-Y*9 Date: Y. - 0� ,, ° „:,,,i ; El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be . ' ra paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Aix* ix* f •, W[lt � r- .y - n..Y •. .• • • 't �'� � :; Lv��:' IL1^ WC��r '1'1ttf�.di.�a4.tMC.1C`�..�.�Cl i'3r'T.Ft:Y't^i jV•:�v'...:wfM. ^.:. v...1... .. t .4a....e..n ;h1 ,1: N 4 titgV i'wXWL '0 .' lmAi)gt.nati ;': .% n#!'« . o - '. - _. ■ Z < • I I t.- Z 11.1 ct 2 COMMENTS: , w Z f '‘ II 0 Oa lk -- 1 V\ Cu \c-A- - CA pp Veol - 0 I- " „ Z u \cA-4-10- a 0 01 .. ... , 1. 1 C&()') -Q._ 9 n ra 1 -e . . F .,: . . . i ' 1, t '%, lk ais3i u 1 ( Inspector: - ' Date: ,), t ,. 5_ ! - 0 3 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' Mgir,1 I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a40 Receipt No Date i 0.44A4: . , ,.. „,...„ .....x.,...4. ,..thet *,,,,, - ,,e4A:.14.4, 14* VoA:fitift.4061,:i;MM11 ■ Z HW QQ �t N D 8 INSPECTION RECORD �O�_ O9 u) R etain a copy with permit C; �`" INSPECTION NO. PERMIT 0 i N u' CITY OF TUKWILA BUILDING DIVISION : ' 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 g Q Projec Type of Inspection: u D - \ r OW\ eS - Vravv‘Iy = a �W Address: Date Called: _ 12 z L-- 2 Av. C 2- 12. -o3 ? Special Instructions: Date Wanted: a 1.... 0 2'1 1 •-O3 m. W Requester: `�` D 0 ! Gv� 0(0 . Phone No: 0 I- 20 lo - 55 -3 Lt 63 =I Approved per applicable codes. ❑ Corrections required prior to approval. u 0 Z COMMENTS: c '-1 W )IlerAyr WcxA — p fv0v e V — T rC, v,N ■ ■1 ' C O r Y � < h" t C O l,,n 1�-�r ; 1._ fO Z 1 v L) \\\ vNS 1 x,..A rt ..GLs c Fv vvik 1 f' k. ` v ' Inspector:` Date:_ i ,�:� ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be a k f *c paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,a.. " '. Receipt No.: Date: , ". .1 y4r aerr` m ..6 ; x t �; • , 'r:!•. t @ . 1,P Yi . C'',1 ".*Avi. .w ,,,,..;, a m 4. , _ . . ' . 7�. Yr1 `.�' t� " 8!eEt: J �!�ti?�' � :!�,iLvrt'.! 7;5u: h T.#3e5 �.{3 'a i , 1 Z ' .., .. J { 5 co 0 / ', INSPECTION RECORD j y � - J Z Retain a copy with permit '/) ` . '� 1i 0 o ik t INSPECTION NO. PERMIT l CITY OF TUKWILA BUILDING DIVISION ∎ II . ' 2 dd 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 I6),31-3670 LL Q Project: of Inspection: t Cl) �ct: Typ I( C it k'S/(/0,/e, r r (c h- , ; ,c, = w Ad ss• Date Call d: ✓✓ ~ � � c Z /r;2 Al 5 � 3 _ . 2 l'o Special Instructions: Date Vl�a{�tedk /' ^ __ , ;,� Z Ill W o / / tJ 2 _ Requeste : 0 • �� 0H Phone N o: , Gam.- 3/ -7(C. W W = U 0 Approved perapplicable codes. Corrections required prior to approval. u- p . Z COMMENTS: l I w t! I.1 7° v1 t NA I cf poiNUa ' I V - • _ z) av''•t, (0 l`gyp1mS ij 1 v t- -L;kJ i i Z - j % A .114'Y' — 1) -Pc L V 1 O- `t N S PC"1-04 n h ,5 -- . w...^E'. ','"<t 04.24 f 's I nspectors jQ D ate: L / 1 i 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ,' av,. RY paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;... a, Receipt No Date: '` `" ,', I, i 1 w, 1 1 . s..an...Sw_.,: th i �,.,O : ar+.JE 4 tk� L %,..A.tor+,':�h...: ..F �i...y . i ; 4∎':,#.k' la •:3:tFvA faa"Al::04 '.`'Z.: 3 S. At ' „9 s1'.= atN` w�.' tS0i 4. k� - I5}.i , :w"d11: ^ w"� , 'Ziu ,,... _� :..t.:+yrr n:+s yY+d= nt+c�l�X�!�trbe. ..,..�. ,_...., ,. .. , . ■ ...., _ _ ...- . z i — z re ,LL 6 "D -J 0 0 00 INSPECTION f RECORD I .. 0 MI LL ,.. Retain a copy with permit 0c 7 4 J A _II_ INSPECTION NO. 0 PERMIT NO. / U) u_ CITY OF TUKWILA BUILDING DIVISION .4 7 ' b ' W 0 2 .- i. COMMENTS: 1 ) i.,A - 0 1' I "PC INCA h trfAI 0 p (If; \ JP s( U./ 0 ..... p I '2.) Ar\c \ooks (.A.) i --\-1,-N't v, C) ,,t4C1 4 'eltl OS 0 I- ) Ma S\ u As u v‘ cL he N . 1 1 04 ,...' (,) t _c.i \ Oct-A.(10,4,s Z ‘ , ''.,: I-1- - rYok)i‘ (L es- A to -' c\-te\cAs 00 p Wyk ct. v• eiv- . . . . \\•et,-k — 7 -- -.- 1 -) 1-3 - 6-2-1 .'t ""-,S" . . ‘ \ -.. bect m s v.6k. A t ‘ CCitteJ r4 S' \ '1 I 6-c, m l) sfd ‘s eIz_i"x C atu kc„,„,, - - (,..) Toe ,.,■ ,,oist oci 4) vx at .s (4)■4 3-- 94 . : --7,.) "-:1 ot\ vv„ t 1'N I 0 , -9 ,Y\ V\Ct V dikak'e.- . ( )r)%6 \\CAYNc 4) i ei ittx 1 ' *.: S 5 ; ,, L. u -e ,--.0.,- --Vr \ e : t st rovk.-1-v r -Onow. I — \Jc v'■-cl 1 i 91 Si toe 60 wk -\-r.) (0 - 2 x to 1 t,, 11- i-lciem , if,.4ry',..• - .-T , eo Inspector(3 , 9 ( 3 04/ J _, Date: ,, .. 0 , . , ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • :.•:.•;!.i*,,,./2:6 "—I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. },43 Receipt No Date: L., i...• faklifti - i• ','A,, .. • . . .. , • ;:.;;;), '••';:;..... ' 1- -:'- , - 4 '''.;" ■•:''.! .":"`",**. :Y' ; 1!"'' .. 'I"' ..-- ' ' '' ' ': .. ' , - ' ' * ,V..-,` .. : ., , ,,,,,,,,,,,,,,s,Attrxidoiogoam:tulvek4k9"00,vf-p"moig*,......„, -. ',- :1*.k% , *, Ats,1.404)- -, ',-. iar• ' -", ';i4:41' ' .? .' Wil"4".. 6 . -- -' - — - .._, . Z 'H W GC � �� U 0 I RECORD � ce{F'� ' co R etain a copy with permit 14C4 - OB . j _ INSPECTION NO. PERMIT N • F- CITY OF TUKWILA BUILDING DIVISION .4.4/4) /4/ • w ° , — Z < • , z Ce .g 6 5 1 _ -J 0 *: 00 r U) ° INSPECTION RECORD Retain a copy with permit M 01 - ad U.I x -J C0 Ll_ • INSPECTION NO. PERM . () ILI 0 1 9,4 CITY OF TUKWILA BUILDING DIVISION ( 2 . ,., 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-3670 ; Proje t4-- Tle of Inspe)tiony A p f L c°51din C6 /par oa /-2 ID a I— ILI, A s • Date ._. !c2 ( _ Z F. o.? //,,2 4-v S , oig 1- 0 Special Instructions: Dat i(Lrrlit. ' 111 W M Requester: D 0 77; M 0 , 0 — Phoh 5/ 7/(,3 L11 W I 0 " ARp roved per applicable codes. 0 Corrections required prior to approval. 9:: 1 - • COMMENTS: ai 0 cf) L J ) ')1--k Sheti-V 6 k I IQ C A) ,2_ 1_(4 0 1— ............-■• -yet Airlit , , , — _T) - a- I CD 7 WNZAk IQ ! r ---- ...s•- •••----/q\ -- 1 ) ?' ; . „,... , . , 1 tiNid ,, , NN\A.. •It ' .: :.4;: is, iti,.* , v io e sp to . Date: 1 IcnA (A4I \ e Z.A. A .... } ...7 i 2.- h 4--z- 1 --,i tn , i , ,..„ , a , .00 REINSPECTION FEE QUIRED. Prior to ins ection, fee must be paid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. COM Receipt No.: Date: 1:Vi , z a Z ' �J ° O Q INSPECTION RECORD ho ,. -088 w = Retain a copy with permit , • LL, INSPECTI • N NO. PERMIT NO. W 0 CITY OF TUKWILA BUILDING DIVISION � QQ . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project (206)431 -3670 LL Q Type of Inspection: Date d: s l :ra ke.S . Slu 111(30a - n =W Z ! Addre Calle l a ps 4a A V So • I --,2 2 Io - - TG v1 ot t: , ; . _ Special Instructions: Date Wanted: am Z 3"oa t.. WW , R equester • p ' k o CO O I•— = W Phone N o& o : " 55/ ii�3 - pproved per applicable codes. Alm [' Corrections required prior to approval. t1. � . COMMENTS: Iii C Of I CA -101,1 - 1 v o w. t ` t ' , � n r`i' . 3 Z / cow l-e - , dm Y �l ‘./rd rc,v a s k % v,.�` Cr re) veo f) k) � A- l ow '�c I r r, S - I rAe v ~ r „r � � ► 1 - ‘ . r 1 s r rr r .1-4, 4 p . .4 4 1 9 • ', r Ins ectoF: - Q Date: 1(J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ut�t7 ! • Recei t No. Date: - i !_r . 1 Z I— I-- Z 3 1 ' INSPECTION RECORD 1� Q co w ( R etain a copy with permit IJ o a � `,, J i INSPECTION NO. PERMIT NO. N LL, ! CITY OF TUKWILA BUILDING DIVISION ! I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 J Proj ct: ' / T of Inspec on: u.. a )dd Date Called: ' U ,; H W 1 Special Instruction: Date Wanted: a.m. . F- O (0 Z I— Requester: . 2 D /s& V0 Phone • y6 3 .: o .I WW Approved per applicable codes. Corrections required prior to approval. ~ H lL W I COMM ENTS: `: Z i it W . t Is'.-C4\ \ V\ S. \..A l'A 1 O,r.. V e V"- t Cu 1 1 O i_• tt I 1 n e Z ' aca1v.s$ - Pah., �'1 a 1 (O IA.)0\ l• 1 '�-rl t ( . } : =;t i , t �. Wv0 )-e no si. So; ■ h �- cu - t rv 1 • 4tr-e v r Y k ` \ i. , t �� 1 ° 1 f e1w�►j Inspector: Date: R, �� ,i . 4 i 0 $47.00 REINSPECTION FEE REQUIRED. P rior to inspection, fee m ust be ,.: r ; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. „3 Receipt No.: Date: !Lk r `ttg w ' �5 k ■ 1 - - , - ' _ -, Z QI- H W ne J O 00 • ;.. CI INSPECTION RECORD u) w Retain a copy with permit Da2 Og INSPECTION NO. PERMIT NO. V ' t`.. ID -. , -. -- CITY OF TU BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g :5 Project: Type of Inspection: LL O '= T rah 1%5 idetice. clown5pou 5 ewe r Vva "eY i w Address: D a t e Called. )2Z 42h4 A ve. Io- 21 -02 ? ` Special Instructions: Date Wanted: Z O . 1 0 - 22.02. p.m. w ;a.. Requeste D La Dols Torset/ ca 5 ,P Phone No: 0 0 H D CI 0 co { 20(2-736-8 021 = I - U . ` : a Approved per applicable codes. 0 Corrections required prior to approval. O ' COMMENTS: . W Z r: U= r= Ss z 511 /42 .KS, Ti fits - Axe AL tdi 4 / N, t.. Gam. - /) , 4 , C-e 60-1-4 . 4„ v AJ'E, C vK , - i 4 ` few ,(1 . ( 6 6 A 1 . - I ntr �, r7 z) rA 2;1, 74 '- p d 'r . P J)1 2— T. :Z ..ev4J itl.e4- j I'' : . ::::. . Al--)1 .5 PA.4f144 ii1DY-4, !� .tit 1. � V/ a (� n ,A. „,. v,o, 5 Inspector: Date: f ,' ?:::43., El $47.00 REINSPECTION FEE REQUIRED. Prior to ins ection, fee must be - 4 paid at b 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ca , i-. Receipt No Date:... a .: , °..Y'i. 1.4.4* m 4.441 4 - 044 . +r a xe < ,i,o u 4 ovi.'046. t ” . ■ —,-. . .l ' �•— _— — ` ----,-- " — 'T I ' Z Z . v i ', ` N o I INSPECTION RECORD i ` ` w w f Reta a copy w perm ��� ~ �� , J CO ~ INSPECTION NO. PE ` O 0 i CITY OF TUKWILA BUILDING DIVISION !� 1 • . ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g u. Q P_oj c • Typ,.e Inspection: ► / /�.�9N E_5 /. ' f/; f ' U AV 7)47 ///t) I w Address: Date alled: _ , I /da0 a ,p4/.<5 7- a 3 -l' z o Special Instructions: Date y�nted: � a.m l "o o m. w w - Reque e D 0 . j h n U i , /t /� O tn Ph a No: O H ( 7 7 0 6 / 7Y63 i w w = U z ; �� Approved per applicable codes. ['Corrections required prior to approval. .. O i '' COMMENTS: Z • vr - ' e t til - e1Tx -P✓' FC ` 1 \ rv r to61 I t )cr 1'5 U z I , ,rr w . ?‘( e v ‘ 005 ‘ v se P CA I O V N a-- `, J f(L) ?o r��~4 L ),1,j O I - . o �� f r)r t I00Ir. - Oa CL - c vr)v \ S i r1w j s p \c,r,PJ -: q'k SUvve \(pits [11 h 4 i ` Y I I I 'YhS,f tit/Y4 +d$;. 4!k U ig . t ' i ' Inspector: ` Date Q 1 -.„,-,43, . i , ., ., ..i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be = -s; y � paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ? Receipt No.: Date: I • c ,.. ..._ .r• - - .. -..n . . .. . .. . . .. � � � '?'s� s:;sf Y+'. ■ � {,� i�t: '4ai fi',1 tKl i`.k'' ,e).CA+ru ^-4fAEt / ■ ■ z Ill \ , , J O 1 (n 0 , W w ` INSPECTION RECORD J = Retain a copy with permit co o INSPECTION NO. PERMIT Ns. w CITY OF TUKWILA BUILDING DIVISION •44 . .. .. scope of work mitchell engineering as-built floor beam at main floor laimination C;lr . / I 1 MITCHELL ENGINEERING INC • 7821 - 168th Ave. N.E. Redmond, WA 98052 i (425) 747 -1500 . Z , .i t- f- W •> 41 6 f.►o 274 �o ! No I W= J 1- W • N d z~ .� ..-- Z o 1/.?L'11/2 WM 23J4c: J .. 4...1.... ) . ' It AD 7 i T 41 , 2 a , . . o 1-: .' A; 7 �" iii 1 2 .2 )Z. 3 /e.,0 • o F- z J Ek�I . • i S • E V � 4' �'3 ; t,, ,,i FEB - 4 2003 F '�' ;; ; ° ' i *;r BUELDING DEPARTMENT ta----,--4 ..pro r, 1 ". . • n i " R t ,,, PREPARED BY PR OJECT + SHEET NO. OF ; _ DATE � 4.e SUBJECT JOB NO. © .. ` „,,, , . >. n .'.�,_ . • • �,� ' . ' � :.an - ,... ..x�..:.,..:% }:w A...,�•.. n ...__.,..........,..y .,.. � • �'� ;`L.es. , wW��',5q ,+{}�.}.y.,r6 .r ........ ........� ..,.. .. ,.w.,nw....,vr........., —.... , . ,....., ,,........... ,., y., v. , ., ..........�,... ,,. 1. _- • Roof toad is 40#ILF Dead 8 live load Registration # Floor load is 50 # /LF Dead & live load 7126 -1106 Mau T. Tran home Lower kitchen girder b -1 Date: 4/05/02 BeamChek 2.3 ' Choice ( 8-314x 10 -112 GLB 24F -V4 DF /DF Lu = 0.0 Ft 1 • Conditions Min Bearing Area R1= 6.6 in R2= 6.6 in ZZ Data Beam Span 17.5 ft Reaction 1 4264 # ' = I — Beam Wt per ft 22.33 # Reaction 2 4264 # I-- uJ re 2 Bm Wt Included 391 # Maximum V 4264 # 6 . Max Moment 18655'# Max V (Reduced) 3838 # U O TL Max Defl L / 240 TL Actual Defl L / 311 co CI W = Attributes Section (in Shear (in TL Defl (in) J H Actual 160.78 91.88 0.68 u10 Critical 95.34 30.30 0.88 2 Status OK OK OK g Ratio 59% 33% 77% u. d Fb (psi) Fv (psi) E (psi x mil) Fc i (psi) = u1 • Values Base Values 2400 190 • 1.8 650 I-- H Base Adjusted 2348 190 1.8 650 Adjustments Cv Volume 0.978 Z Cd Duration 1.00 1.00 u.t u { Cr Repetitive 1.00 n 0 Ch Shear Stress 1.00 0 N Cm Wet Use 1.00 1.00 1.00 1.00 w '— . Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 x W Loads Uniform TL: 46, - A Z -- ill bi rw \\ rcS , te I Uniform Load A 1 I ). RECEIVED CITY OF TUKWILA " ..:. : R1 = 4264 R2 = 4264 SPAN = 17.5 FT APR 0 5 2002 �`� Y�� >s Uniform and partial uniform loads are lbs per lineal ft. I PERMIT CENTER ' "(M " °., ,; : '� � r $4 Jk� . ,...Sa DO2.-rogR . 4,, :',, ',. z ,) _ -,. , r 1 / 1 Roof load is 40#ILF Dead 8 live load Registration # ' Floor load is 50 # /LF Dead & live load 7126 -1106 Mau T. Tran home Garage door header B -2 Date: 4/05/02 BeamChek 2.3 Choice 15 -118x 13 -112 GLB 24F -V4 DFIDF Lu = 0.0 Ft Conditions Min Bearing Area R1 =10.3 in' R2= 10.3 in .Q • i Data Beam Span 16.0 ft Reaction 1 6671 # .= Z i Beam Wt per ft 16.81 # Reaction 2 6671 # a: Bm Wt Included 269 # Maximum V 6671 # J U ; Max Moment 26682'# Max V (Reduced) 5732 # U 0 TL Max Defl L / 240 TL Actual Defl L / 296 u) W J = Attributes Section (in') Shear (in TL Defl (in) w i . Actual 155.67 69.19 0.65 •. w 0 3 Critical 133.41 45.26 0.80 2 F- , Status OK OK OK g Q Ratio 86% 65% 81% 5.12 P Fb (psi) Fv (psi) E (psi x mil) Fc (psi) = C� W Values Base Values 2400 190 1.8 650 Z H Base Adjusted 2400 190 1.8 650 F., 0 Adjustments Cv Volume 1.000 W F - Cd Duration 1.00 1.00 2 D ' Cr Repetitive 1.00 U a Ch Shear Stress 1.00 0 N j Cm Wet Use 1.00 1.00 1.00 1.00 W H Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 F=- 0 -!- p Loads Uniform TL: 817 = A Z W Cl) U H Z I— Z \ _ , AN 0- f:,_.------‘) I Uniform Load A I .. g x : 4 R1 = 6671 R2 = 6671 "-' y SPAN =16 FT ,r, Uniform and partial uniform loads are lbs per lineal ft. :1,.:0:4: . y} k.' 4, t.:1, n.:;.,,i,:4?„.ii -17 ,w wxwm•tYtvr vMa+.+wx.+xro...*a _ .. xnn..,,..,w .................... ..........._i . .... . ■ • • • Roof load is 40#/LF Dead & live load Registration # Floor load is 50 # /LF Dead & live load 7126 -1106 Mau T. Tran home Garage girder B -3 Date: 4/05/02 BeamChek 2.3 Choice 1 6x 12 DF -L #2 Lu = 0.0 Ft I Conditions NDS'91 z Min Bearing Area R1= 4.5 in R2= 4.5 in2 , 4z Z i Data Beam Span 11.0 ft Reaction 1 2835 # W Beam Wt per ft 15.37 # Reaction 2 2835 # Q 5 Bm Wt Included 169 # Maximum V 2835 # J U Max Moment 7795 Max V (Reduced) 2341 # U o TL Max Defl L / 240 TL Actual Defl L / 706 W W I J1- Attributes Section (in Shear (in TL Defl (in) N LL , WO Actual 121.23 63.25 0.19 2 • Critical 106.90 41.31 0.55 g } J Status OK OK OK u- < Ratio 88% 65% 34% CO d 1 Fb (psi) Fv (psi) E (psi x mil) Fc I_ (psi) 1_, 2 Values Base Values 875 85 1.3 625 Z H I Base Adjusted 875 85 1.3 625 Z 0 Adjustments CF Size Factor 1.000 W W Cd Duration 1.00 1.00 j 0 ' i Cr Repetitive 1.00 0 u1 Ch Shear Stress 1.00 0 I_, Cm Wet Use 1.00 1.00 1.00 1.00 = La I Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 F- H ■ a . LI O Loads Uniform TL: 500 = A ui N i U = H Oi-' i z \O\ . C\ i 5 ti N ; ,.0 • ��yy �V p t3' '`' I Uniform Load A I . R1 = 2835 R2 = 2835 (...7:2;:l - SPAN = 11 FT y y i Uniform and partial uniform loads are lbs per lineal ft.; y v " • t r ,. . ' ■ .■■.nN'""Kau . o.•i �� ". w.. c,.....,,, z.,. n...• n. rx. m, aa+++ Mnkl■! MYA+. d+« 0.. YPx5Mg3t. 1J! ivin:7rkvt.+x^+ewmne...y.a..,. c oven . , u... rs..« ya.. rm.,. a. .............. ....... .:«....m....cvr�Y.s+:i. . pr+nm-a+.�v,Hi Ya'1t8'JM.AS. r*?+ n�+* +xa <xxrc„uy9p?,Kt,cu'.�tCA'R -- .-" I 1 Roof load is 40#/LF Dead & live load Registration # Floor load is 50 # /LF Dead & live load (60# decks) 7126 - 1106 Mau T. Tran home Deck girder B-4 Date: 4/05/02 BeamChek 2.3 Choice ( 4x 10 HF #2 Lu = 0.0 Ft I \ Conditions NDS '91 . Min Bearing Area R1= 4.3 in R2= 4.3 in Z Data Beam Span 8.5 ft Reaction 1 1733 # • Z l� ' Beam Wt per ft 7.87 # Reaction 2 1733 # 'W W Bm Wt Included 67 # Maximum V 1733 # QQ Max Moment 3684 '# Max V (Reduced) 1419 # U O TL Max Defl L / 240 TL Actual Defl L / 640 N 0 J H Attributes Section (in') Shear (in TL Defl (in) N { Actual 49.91 32.38 0.16 IL. ' � . Critical 43.34 28.38 0.43 2 Status OK OK OK g . Ratio 87% 88% 38% u_ Fb (psi) Fv (psi) E (psi x mil) Fc (psi) = W V Base Values 850 75 1.3 405 �" _ Base Adjusted 1020 75 1.3 405 Z (— Adjustments CF Size Factor 1.200 Z O Cd Duration 1.00 1.00 Cr Repetitive 1.00 D 0 Ch Shear Stress 1.00 .UO N Cm Wet Use 1.00 1.00 1.00 1.00 CI— CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 = LU u_ Loads Uniform TL: 400 = A Z { 0 u) 0� z { 1 \o ■ I Uniform Load A ( YO \''' \ S r1-111 ro r i _v R1 = 1733 R2 =1733 5 � O y t ' : nn �tii Z �6 0. 0 : t. rf �ilm4 k:`- it SPAN =8.5FT n:kj• `s Uniform and partial uniform loads are lbs per lineal ft. ' 4 �2' y i f : f i .k'tc: geal --. '. ci . , Roof load is 40#/LF Dead & live load Registration # .. Floor load is 50 #/LF Dead & live load 7126 - 1106 Mau T. Tran home Living room beam B-5 Date: 4/05/02 BeamChek 2.3 Choice 13 -1 /8x 9 GLB 24F -V4 DFIDF Lu = 0.0 Ft I • Conditions j Min Bearing Area R1= 4.6 in R2= 4.6 in = • i Data Beam Span 10.5 ft Reaction 1 2976 # W i Beam Wt per ft 6.83 # Reaction 2 2976 # re aa i Bm Wt Included 72 # Maximum V 2976 # 9 v Max Moment 7812'# Max V (Reduced) 2551 # U o TL Max Defl L / 240 TL Actual Defl L / 278 W = J H Attributes Section (in Shear (in TL Defl (in) N u- Actual 42.19 28.13 0.45 W } O 2 h- I Critical 39.06 20.14 0.52 g J . Status OK OK OK u.. < Ratio 93% 72% 86% (.0 d Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) H W Values Base Values 2400 190 1.8 650 Z I-- i Base Adjusted 2400 190 1.8 650 Z O } Adjustments Cv Volume 1.000 W Cd Duration 1.00 1.00 0 CI Cr Repetitive 1.00 0 N O— Ch Shear Stress 1.00 0 i— j Cm Wet Use 1.00 1.00 1.00 1.00 W W =U CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 H _ u. S Loads Uniform TL: 560 = A Lb Z U = OH 1 Z - 1Uo \U . 1 . U\ t a LoFO ,fit \W, I Uniform Load A I . i 1 ^ • R1 = 2976 R2 = 2976 '" ...., SPAN = 10.5 FT • Uniform and partial uniform loads are lbs per lineal ft. ,'t`, i I ,m, : t Al- ' , 1 ., c ,.-Ac OS �,t"" a: 3t�, N' HSauwh+ wo+ 1.•^*' rrie! hrn*..++. uxo. ?»rtrw..msrn.,w,w,v.'....... , r++r.,, ............... .s,r.nx»...<.re ..........,,.....s. ......y ..,............,..,,..... - ,.......,,,..+ ........,- ..,... ,., ..., .,� . • • • 1991 WASHINGTON STATE ENERGY CODE RESIDENTIAL SUBMITTAL FORM • OTRER ;PHAN ELECTRIC RESISTANCE. HEk Warns: /0/4 7: r6 ,' - ' i i Actvt : • , • yl�. Date. Site Address: _c 2 0 "2 -� ` .'•t - d d. ; J f 4-:-. t. °) J -... . ... . .� _ . Builder: !`' -r 9 T 047 ; may LJ .5 t, Phone: z Job Type: C) Nev ❑ Addition ❑ Remodel w re 2• Occupancy: ❑ Single Family D Multifamily- #B1dgs: #Units 6 0 O Fu el Type: ❑ Gas ❑ Oil. 0 Propane D Wood D Coal C] Heat Pump 0 W Op Opt 2 Opt .. 3 Opt • 4 7 t S opt. 6 Opt 7 4/5 o HEAT SYSTEM e' '/ 78% 78% 88% 78% 8 788 71% g a ESP, 6.8 6.8 7.7 6.8 6.35 6.8 6.8 GLAZING D0 Floor 8 108 128 21% 21% 21% 25% 30% ___ _ }- _ U-Value .70 .65 .75 .65 .6 .45 • .40 ?i DOORS U • -Value 0.40 0.40 0.40 0.40 . 0.40 0.40 0.40 w w R -Value 2.5 2.5 2.5 2.5 2.5 2.5 2.5 CEILINGS 0 u) • v/attics R -30 R -30 R -30 R -30 R -30 R -38 R -30 o. vaulted R -30 R -30 R -30 R -30 R -30 R -30 R -30 w w ABOVE GRADE WALLS H �?' R -15 R -15 R -19 R -19 R -19. R -19 R -19 u• • BELOW GRADE WALLS Li interior R -15 R -15 R -19 R -19 R -19 R -19 R -19 c.) - (1) exterior R -10 R -10 R -10 R -10 R -10. R -10 . R -10 -_ F- • FLOORS • R -19 R -19 R -19 R -19 R -19 R -25 R -25 z • SLABS R -10 R -10 R -10 R -10 R -10 R -10 R -10 CONDITIONED SQ.FT.22211, X GLAZING % I a 1.. s - > t `" � SF ALLOWED GL7IZING MAX. HEAT SYSTEM SIZE: . ❑ WALL HEATERS: COND. SQ. FT. X 24 as 14.,.UCTED SYSTEM: COND. SQ. FT. X 27 • b y ( STUN OUTPUT HEAT SYSTEM: Manufacturer t Model AFUE /HSPF . 74 SIZE STUN OUTPUT VAPOR RETARDERS: ti ,� , z, • FLOOR D 4 -mil Poly ❑ Face Stapled Backed Batts ,Ext. T&G Plyvd. r : .,.. � .�, ' : WALLS 4 -mil Poly ❑ Face Stapled Backed Batts PVA - Paint ,.... CEILINGS ❑ 4 -mil Poly ❑ Face Stapled Backed Batts ; PVA - Paint ;"1','',$ k°' l y s ��11 Form EC-1-0 11/92 (die) 'O .s; °•: 011 �{'� t � RECEIV CITY of TUKwiv, +''�`'�!� 5 V %r`•i Pk.. APR 0 5 �.r, "� .f ___ - \' \ O ` PERMP.Tri ¥: ;i hi; �,.,' i " � t' � 2 -h�3� �, ,. 1i�Mt'G'+- e' +ft}�Y7 RisphUNpt ,++iskl+lMnS.46L"A?aVAXMaYY`4 :.•nm.; ,.:.:e... ...a :- .w_.uaw�. z , ..... ... . ' glazing in exterior doors skylights and sky walls glazing schedule ■ 1 J '--'. • ■ After recording return to.' :. . • 4St ��' 1V9s CITY OF TUKW.ILA . .-',41. 2 Department of Community Dh relopment ; v _14 cIf o 6300 Southcenter Boulevard, Tukwila W4 ORIRR 4 W ` 'Sn" N Telephone: (206) 431 -3670 Fig (2. CONFORMED COPY Z a . N � . E-mail: tukalana.ci.tukwila.wu.us = U { 20020621000935 � o LU g I TRAN BLA 47. W 06%2102002 KING COUNTY, WA U) U- • BOUNDARY LINE ADJUSTrvIENT/LOT CONSOLIDATION 2 NUMBER L 01 • ©I b 1 a zi r CITY OF TUKWILA, WASHINGTON d = w. . Z H j Zo w • 1 Grantor(s): TRAN MAU . Last Name First Name Last Name First name C) N t CI 1— 0 Additional grantors on page of document (If needed). w ui i =0 ' Granter(s): The Public • l~i. 0 Z 1 Assessor's Property Tax Parcel or Account Number(s): 017900 -0005 . v cn - 1 • Legal Descriptions: Z Before the Boundary Line Adjustment/Lot Consolidation LOTS 1 AND 2 IN BLOCK 1 OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ' ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS AT PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 30 FEET THEREOF. I r After the Boundary Line Adjustment /Lot Consolidation 1 BEGINNING AT THE NORTHWEST CORNER OF LOT 1, BLOCK 1, PLAT OF ALLENTOWN, • RECORDED IN VOLUME 12 OF PLATS AT PACE 100, RECORDS OF KING COUNTY, WASHINGTON; • I THENCE EASTERLY TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTHERLY TO THE • i NORTHEAST CORNER OF LOT 3; THENCE WESTERLY TO IHE NORTHWEST CORNER OF SAID t LOT 3; THENCE NORTHERLY TO THE SAID NORTHWEST CORNER OF LOT 1 AND THE POINT OF . 1 BEGINNING. EXCEPT THE EAST 30 FEET THEREOF. • I Reviewed and approved by the Short Subdivision Comm.ttee and hereby certified for filing this I e day of �UNQ_ , 20 b2- ..c."1:1,...- Li )) / C hair. Short Subdivision Committee `_ '' 5 WA+ e\obi / . - L & f. >L &� Page I of 3 i 01 q00 ..W°5 ` Si to- 23..oq ,1 ,� • ; . ' i R '' 1f1. Z t . ..... .e •,:r r7. s:'' ?• kDi: U'. fi: ��. xr -a «rr�A.,:s+n.r,spas:g5amn:M'% try +.rtc,dvu<:a:,G.nvr+Hmm.._. 1 • i AFFIDAVIT OF OWNERSHIP FOR BOUNDARY LINE ADJUSTMENT/LOT' CONSOLIDATION DECLARATION: • Z Know all men by these presents, that we the undersigned, owner(s) in fee simple of the land herein Z described do hereby make a CN9oLIDA ficW. The undersigned further declare this cL 2 1,7 C s„ I; efa i'- to be the graphic representation of said y e•ct A and the 6 v same is made with the free consent and in accordance with the desire of the owrier(s)( U O U) CI In witness whereof we have set our • ands and seals. W = J H Name: al l' its /// 4 ..[ Ji fl Fame: LL, W O Name: name: i 5 • _ Name: Name: < . cL Name: i'4ame: a I •l Z H STATE OF WASHINGTON I— 0 County of King . W City of Tukwila ? Q . On this day personally appeared b me Ma. e / / / r a /1 to me known 0 u) to be the individual who executed the foregoing instrument and acknowledged tha e/she signed the same 0 • . . as6iiy/her voluntary act and deed for the uses and purposes mentioned therein. = W F. GIVE ( ' g ;4y\ . aki. t 9t! ► jal seal this � � day of _ f or i I , c DOS • L I 0 • Name as co mi s::i ° 1==.. Title: / U L . a v' T U 6 l! c z PUBLIC , y . I w l r•. % • _, .7`30-06,.. • I My appointment expires: Ap , I O u c!l1 0 �l , ........ • c = / J STATE Or �If(, .S ; : • •• County of King City of Tukwila . On this day personally appeared before me • to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same • as his/her voluntary act and deed for the uses and purpcses mentioned therein. . GIVEN under my hand and official seal this day of _ , Signature: f "?' Name as cortimissioned: . 4.T4';..,,.,. : . 'mot' Title: i '' '`I ? '+z �: My appointment expires: ez ,s a.`4 4:10: q i1•''.rF (4 % , M. vrY..w rv wr+rn'Fnx .„. :.uNxtcb .,.,.„,,„4,,,, • ■ ■ z ,-Z W w G OA 00 U,0 cnw - F CO L w 2 LOT CONSOLIDATION: g a D EXISTING LEGAL DESCRIPTION: = � d LOTS 1 AND 2 IN BLOCK 1 OF ALLENTOWN ADDITION TO THE CITY OF SEATTLE, Z x ACCORD TO PLAT RECORDED IN VOLUME 12 OF PLATS AT PAGE(S) 100, 0 30 RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 30 FEET THEREOF. z o w LEGAL DESCRIPTION TO BE CREATED: D o BEGINNING AT THE NORTHWEST CORNER OF LOT 1, BLOCK 1, PLAT OF ALLENTOWN, N RECORDED IN VOLUME 12 OF PLATS AT PAGE 100, RECORDS OF KING COUNTY, WASHINGTON; 0 1 THENCE EASTERLY TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE SOUTHERLY TO THE = v NORTHEAST CORNER OF LOT 3; THENCE WESTERLY TO THE NORTHWEST CORNER OF SAID '. LOT 3; THENCE NORTHERLY TO THE SAID NORTHWEST CORNER OF LOT 1 AND THE POINT OF L-- z ' BEGINNING. EXCEPT THE EAST 30 FEET THEREOF. w w H� NW COR SOUTH 122nd STREET NOT A PART z NE COR LOT 1 S89'17'24 "E S89'17'24" E LOT 1 - ::= nn' n 1 IV.I.VV / VO.00 "-' N ti (J4 O O O c0 O M R. p g W p do - AC O t' T LINE TO BE REMOVED ID. in Q \ O In o g ,•„_ I LO S89'17 "E .28 _ S89`17'24 "E zz g 41;1 * 133.88' :' - o 30.00' 30.00 w 0 o Q Z co o c v M O • ' 3 U, ° rn_ M Q o' 'S �o .7t x 131.75' N' °O,� `A p rp•74:1 ; 0 . & , L 30.00 z ' ? :if", 4 --- .4. N89'17 24 W N89'17'24 "W tip, a NW COR f LOT 3 NE COR . ? J ' NOT A PART L OT 3 :s "'" p �+-' LOT 3 ; 1. BOYD & ASSOCIATES, INC. ' tar ., 828 INDEX CT NE, RENTON, WA 98056 -NO ON -SITE STRUCTURES „ , ,, , ,,,,,, 425 - 204 -0840 -AREA BEFORE AND AFTER 8032 SQ. FT. ,I!,, :.l . 'SLY �� 4.. f ' aS3i»31 - .. .....n.r .n.•ry .- .........r..,..r..- r r . .- ..,... ... ..., . ........ ,....- ...,... ,., .. .w.w�wuar .-. r. - y . ..- --w. ..: :..., n ..r,., • v.an' • . . 4 , . ,1 ,,, ..,. go 1 I) NtI ILA ' , �; ' _ 1 City of Tukivila Steven M. Mullet, Mayor Q *el/ �� ' i 61 %LI0 , k . . Department of Community Developme Ste Lancaster, Director o 1908 -- z June 14, 2002 H z • cG w Mr. Mark Antonioli 6 = 13860 177th Avenue S.E. v p Renton, WA 98059 • N O" co al J RE: CORRECTION LETTER #1 cn u . ' Development Permit Application Number D02 -088 w 0 Mau Tran Residence —12202 42nd Avenue South < b u_ Dear Mark: w a This letter is to inform you of corrections that must be addressed before your development permit can be z� approved. All correction requests from each department must be addressed at the same time and z reflected on your drawings. I have enclosed comments from the Building Department. At this time, the uj Planning, s and Fire Department have no comments. P•) 0 U j Please address the attached comments in an itemized format with applicable revised plans, o specifications, and /or other documentation. The City requires that four (4) complete sets of revised u.1 c. plans, specifications and /or other documentation be resubmitted with the appropriate revision a 0 block. iu z U N In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have O H :. enclosed one for your convenience. Corrections /revisions must be made in person and will not be z { accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 - 7165. a 1 Sincerely, , Stefania Spencer Permit Technician . encl { xc: File No. D02 -088 - 5• ' 021? cf f . r Aft N 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206 - 431 -3665 n. ti all . yy : ' AmargammuirionmuNiMMNIMININIMI ., ..., .. ..,i ?. *L}itFr7r.. t'.a'!u£ n3`t k rcA.. r! eMKn. >.:.•.vo-�:,ru,' + 1 - — i. ^'"" t N 1 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS . , z DATE: June 12, 2002 - 2 J U I PROJECT: Tran, Mau (SFR) u � i o 1 W 1 PERMIT NO: D02 -088 J CD u. f ., WO 2 � PLAN REVIEWER: Contact David McPherson at (206) 433 -0179, ext.1638, a if you have any questions regarding the following comments. = d E- W I Z � I 1. Revise plans, per plan review comments sheet. Attachments are provided, . o , as applicable, to facilitate plan or permit approval. w w U CI O CA I 0 I - ' E W W i I- H 1 o ; CU Z .: o N _ ; O 1- ` Z 1 : 1 • ...„, ._ ._::.,. ,t . 1,.. 1, i 1 i 4 `,* q • - , . 1 x ti r. . � � I'yJ ' .W‘Of r. a ii • ?�' .,J .. ,.. r.. ., .. n, .. nw.:C.nAA1.t'lYuS" ..r <�•:.+...,u.w..... »n..... .. .... ......w -- __ _. _. .. .....�.,...�.._�....,.... rr..,, nre e.Orw«M•.Ad96�NaFnoaoyfa'e'a+ra f I _ - f err ` . / \ 'Y a ,.-^""4 °� fit tin M A Y 2 3 2002 The Marant Company a C ontracting and Design z Mark Antonloli ct 2 13860 - 177th Ave SE, Renton, WA 98059 6 D Ph 425 - Cell 425 - 802 - 1888 - Fox - 425 - 227 - 7107 0 0 ! Contractor # marancll 33b3 0 . to co 'Li l City of Tukwila Ma 21 2002 —' H Y In j Department of Community Development 0 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 CITY RECEIVED 2 KWILA Q Re: D02 -088 , Mau Tran residence MAY 28 Z002 = a E.-w Per your letter indicting an incomplete application for the above mentioned project, I aRMIT CENTE R z r submitting four sets of plans and this cover letter addressing your concerns. z 0 ' There were two departments expressing concern: z W I Building Department, Ken Nelson: v N I personally met with Mr. Nelson regarding the fact that the application indicated a slab on grade 0 I H- i for the first floor of the proposed residence. Attached is a copy of his approval of the plans as ll1 u I submitted. H U �O j Planning Department. Deb Ritter: . • z ! 1. Ms. Ritter required an application for lot consolidation. This application was submitted on j May17,2002. F. i 2. A concern over the indicated front yards as proposed. After discussion with your staff and a z review of Section 18.50.070 it is my understanding that my original proposal met all criteria { as drawn. , 3. A concern was raised regarding the proposed front porch and a 15" front yard setback. , According to my previously submitted plans, the front porch is indicated at 18' to the porch 4 posts. The roof overhang is 18 ", even the roof overhang is within the allowed 15' setback. It was stated in the letter of April 8, 2002 that I should resubmit 4 copies of the revised 1 plan. This seems redundant since no changes to the plans need to be made. It for some reason this is absolutely necessary, please call me. I Thank you for our conversation and consideration of our question. If you have any questions . . please contact me anytime @ 425 - 802 -1888 (Cell and office #). t• Thank yo ry much :, `,' ? INCOME' ETE Mark Antonioli , 4'+ 'f LTR # , lg 11 il �* f Y " 3 g f ' DO_OS , i ? r . Y s . }tl+7il£iP' dL' Fit6. 6'..' 7Nim+= avv+ rvm, a.: a.,. wr n..,w,,,;.....ur.+ +sra....». .. ... ...r.a ^: r�;. s:�'.;at'x ''?> i 1 - - .- - - -r -- 4 Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 z ,- w BUILDING DIVISION REVEIW ix _i0 Date: April 9, 2002 o o co Project Name: Mau T. Tran Residence building permit applications co w Application: D02 - 088 w Plan Review: Ken Nelsen, Senior Plans Examiner co w . w0 Because of experience with crawl space drainage in the general vicinity of the subject site, the Tukwila u_ Building Division has determined the plans are incomplete. Provide additional plan details to identify a co a crawl space or footing drain and a separate discharge system from the roof drains. Include all elevations of I w the crawl space and discharge system. The intent is that ground water will not accumulate in the crawl z H space. The following construction options and code references may be considered in your design. z o w 1. Revise the crawl space construction to a slab on grade floor, drains ' I not be requi 2 o se o w 2. To maintain the crawl space construction, design the drainage system using tlkowing State o '- he Plumbing Code subsoil drain requirements. 0 i I _ ui , • , I-- � �- O U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (wa�shington state a�n.ndm ents) z ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl = spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall 0 be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and z shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. . ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or , gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete . gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. O Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge . point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the ' '; } sump pump shall be a minimum of one and one -half 1 -1/2 inches in diameter and have a union to make n. hi the pump accessible for servicing. ; � ' �� y "` " f P P 9 f s ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater .4 /4.::,Y: . valve in the drain line so located as to be accessible for inspection and maintenance. , : q- 1- No further comments at this time 41,Gim oh tiMA) iirl e 11 :-:%.::P:<.::.:, , a . . —, i s ifts.% 411$1.71. . co 1 t `..„,,V6ftml„„„,0flWf7,..,. .... „..,.IRY ...... ............. n.,, . +v _........_...... ..._.........._....�....... .._ .. _. ........... ... � ?}�c... _ , <'a . . _. I • - r Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 z BUILDING DIVISION REVEIW • i z � Date: April 9, 2002 6 v Project Name: Mau T. Tran Residence building permit applications o o Application #: D02 -088 co w Plan Review: Ken Nelsen, Senior Plans Examiner J H 0w i wo • " \ \` .W �. - :011LA, ►1;� `, -J1 -� . �, Ci o f T y ,�d Steven M. Mullet, Mayor 1 ,11 r� 'O; cn 4 *� 2 = Department of Community Development Steve Lancaster, Director ........... ''aK = 1908 April 9, 2002 Q Mr. Mark Antonioli w 13860 177th Avenue SE 6 E Renton, WA 98059 v O ' N 0 • RE: Letter of Incomplete Application #1 H Development Permit Application Number D02 -088 co u_ . Mau T. Tran Residence —12202 42nd Avenue South Ui 0 Dear Mark: w d This letter is to inform you that your permit application received at the City of Tukwila Permit Center on i- = : April 5, 2002, is determined to be incomplete. Before your permit application can begin the plan review z I-- process the following items need to be addressed: z O ' w 2 Building Department: Ken Nelson, Plans Examiner at (206) 431 -3677, if you have questions U o concerning the attached. 0 cn W F- Planning Department: Deb Ritter, Associate Planner at (206) 431 -3663, if you have questions U concerning the attached. w ~O z Please address the above comments in an itemized format with applicable revised plans, specifications, U N 1 and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications , O I— and /or other documentation be resubmitted with the appropriate revision block. Z . In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 1 , ` If you have any questions, please contact me at the Permit Center at (206) 432 -7165. . Sincerely, Stefania Spencer "£ Permit Technician encl 4 � ,j .x te File: Permit File No. D02 -088 1.1 ' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ,y.yyg y�n3a +(ZYi�F1Y.'sIN. 7} 7�1�' qj% �YJWI:�:.5.MRCti'1Mn��U.l�.�.w.. a ..... ............. 1 fry ...' -- ...... to, all ...\ City of 7ukwllCa Steven M. Mullet, Mayor „ism i Q . °•.• i o e ; 1 ; Department of Community Development Steve Lancaster, Director 908 - PLANNING DIVISION COMMENTS ~ w re 2 aa D J U DATE: April 8, 2002 U 0 APPLICANT: Mau T. Tran w = RE: D02 -088 (Residential Bldg Permit) I_ , ADDRESS: 12202 42nd Avenue South , w o Please review the following comments listed below and submit your revisions n a accordingly. If you have any questions on the requested revision, Deb Ritter is the I- w planner assigned to the file and can be reached at 206 - 431 -3663. z I- I- o ■ Your file has been determined to be incomplete. LU ui = 0 For billing purposes, King County has assigned one tax identification number o (017900 -0005) to the property on which you proposed to build. However, this w property is actually made of two separate legal lots (Lot 1 and Lot 2 of Block 1, x 0 Allentown). u- o Cu .z ! We will not be able to approve the construction of a building that will U co straddle the lot line between these two lots. These two lots must be legally z F- consolidated before a building permit can be issued. • Please submit the following: , 1. A complete application for Lot Consolidation. We have enclosed a copy of • the application packet and the code requirements for Lot Consolidation. Please review the application packet to learn about the requirements and ' procedures for Lot Consolidation. Hof ' A N tsc.) e 2. Revis �d pla showing co pliance w ' h the 10.00 required rea setback. • Base on t proposed on ntation of, he structure n the prope y, the rear set ck m st be measure from the outh prope line. , '"�� ' 3. Revised plans showing compliance with the 15.00 required front setback for rill front decks and porches. Based on the proposed orientation of the .t�A>' structure on the property, the front setback must be measured from the ''`� north property line. • ,.43 ' ip.ac,:: 2.nY ": 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 f °' . t main with fabricated apox coated steel sleeve plug with thrust blocking to facilitate abandonment force main see detail 1 sheet 22 storm manhole pump electrical box and conduit construction easement storm manhole with canal gate slop discharge forcemain assembly storm drainage to river hope pipe slip line storm drain - - - - -- - — - — - An►o r4 ?Jo Z. • $ • m 9N N Ei. fn I I I -4 ? - . t I I E �k 1 1 k D 1 m_. Z l m L F Il F r_ -_ �= or? _ j 4 � � t+ - -4U +!+ m m I + u -•o_: N 4 D t/l. OS Ql. • I m0tm -,o Ora o4f0J.M CO • b 711 1 • i 1 13. . 0 � _ m m . 5 u) 0_ 2. n z 0 4 +EL OO +iL 00+11. OC+ OI l • S } i - 1. t•oo'd - 3dkt• t a3,la:o1: 00 PI 30.04iY a • rtaDls • j , k _ _ _ — Tom,___ - - - . ........ ..._ -- 3.11•1.1:0039 '3Ad :8' ►Pr �. S�� • roust 39 . - - -- -.- T -- - - rrzY39 N11 rlaols �9E •'15IX3 1 3 --- - - - - -- ......... .. r.. . . . . ...... 1 lraO Yb '15 9 "s f l0'D�5 3did :Wa015 M • oo OA a: :el: 3:o[ {dltD::BI : 31+n . fins) ! 3dld'3daH :Zl } • �..... : ".. '.^ :.. t i 5l1 • . .. ZDZZl:30 . DOZY 3D I P OZ I N _ x i • aNngQ 2.1*SIX) v f 1 N j 1 t • tx ..-:. f_-...i .,....;'- '-',_ ":"'''''— ',..: ra—" r t ',�> ; ; :- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN ,. ' t = - -`ti '!! ` THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. o- Vii. % , -, ^.,; £ l' -. - -•_, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -088 DATE: 6 -27 -02 PROJECT NAME: MAU TRAN RESIDENCE z SITE ADDRESS: 12202 42 AV ~ w 0 S re Original Plan Submittal Response to Incomplete Letter # d O too X Response to Correction Letter # 1 Revision # After Permit Is Issued H co o w • DEPARTMENTS: u.. Q . Building Division = co g ❑ Fire Prevention ❑ Planning Division ❑ = d I_ W PublWorks Structural El Permit Coordinator Z H V lti Ac1iO L 1-L2.-ca. ZI- W ui DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 7 -02 -02 2 D Complete V Incom Incomplete U N ' Com p p ❑ Not Applicable ❑ OH • Comments: = U 1 u: p Permit Center Use. Only I Z Lo INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O = F- Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z TUES /THURS ROUTING: \ ' Please Route [Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: ' APPROVALS OR CORRECTIONS: DUE DATE: 7 -30-02 • Approved ❑ Approved with Conditions [( Not Approved (attach comments) ❑ Notation: se REVIEWER'S INITIALS: DATE: , x:- . Ygk''' y : s'�<�r. fi t�;� 4 — ; y Permit Center Use Onl 1 ��' " '''` "`' 1 CORRECTION LETTER MAILED: ;.'�fi! rk Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:, , ' il:n.ca r ani, p P.m, t ;O : V' i k...4 j i (_ L J copy e Documenls/rouling s li p. doc !�!� S yr 2 -28.02 .,:�{�!.-t, �,y� "e'AR±uM Uw'.arnS+. c aM�:wa!a�t«rn+r�.n.na«+ ..,.zw..« ,_tea , ... , . , _. .. , ......._ ........... .... . . .._ ............. .. • ..,.....,M.. ..,.:. ,.... -.,, .. _.. : .. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -088 DATE: 05 -29 -02 PROJECT NAME: Mau T ran Residence z SITE ADDRESS: 12 42 Av S i �U Original Plan Submittal X Response to Incomplete Letter #. $ o i Response to Correction Lett # Revision # After Permit Is Issued . WO. DEPARTM n u.. Q Buildin Dlyyision Fire Prevention Planning Division n N d ALt?G (o 13-0 Co- 14--t5'L IF_ W * Str n P ermit Coordinator _ Public Works ❑ ? • v;-t Wl d [s1 (� - L 2' DZ I- O ' ZI- IIJ W DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-30-02 v o ON Complete Incomplete _ N ot Applicable ~ w w U Comments: Z U N Permit Center Use Only 0 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAIL Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required C No further Review Required n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: i DUE DATE: OG -27-02 Approved A roved with Conditions Not Approved (attach comments)! ;; Notation: REVIEWER'S INITIALS: DATE: €f;h' Permit Center Use Only , CORRECTION LETTER MAILED: 6,--/V Z "4 "t` ^3 ` Departments issued corrections: Documents/routing Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: o�S PERMIT COORD COPY a }'�'`'`' .doc Ca B sli P as 2 -28.02 rxr,:R'^; i P COORD COQ PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D02 -088 DATE: 04 -05 -02 PROJECT NAME: MAU T. TRAN zz r W SITE ADDRESS: 12202 42 ND AVENUE SOUTH cc Lu XX Original Plan Submittal Response to Incomplete Letter # v CO o Response to Correction Letter # Revision # After Permit Is Issued CO i \ WO REVIEWER'S INITIALS: DATE: ,54. �et`A trill Permit Center Use Only d j *?4 K CORRECTION LETTER MAILED: `: E yrx p Bldg :' SKr , • Departments issued corrections: Bld ❑ Fire ❑ Pi ❑ PW ❑ Staff Initials: �: r. S r;� ±M, COORD ;,: Vi • ,,,,,,,,,,,,,,,,,, '-+y p f COp 'rc ft Documents/routing slip.doc _!!� ". 2.28.02 ; i ''L'; `A. p ts t - r - - ._, -. J Wua :. wq .' City of Tukwila o ► �,, `�vz , Department of Community Development - Permit Center w ``40 + _ i 9 6300 Southcenter Blvd, Suite 100 I' \ , IIS/?: Tukwila, WA 98188 , * ..•..- •- .....'''0 (206)431 -3670 1908 _ Z I REVISION SUBMITTAL ; I cc 2 J Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted N p through the mail, fax, etc. w = J F. r 2 - 088 Date: a /, 77'oL_ Plan Check/Permit Number: 0 O . 2 Ih 44,;,.44',*' _ � L 5p , Entered in Sierra on l � i ° r a ",i + fit 08/30/00 v. --; , • , -; • :4,4 .! M!✓� , Ra,uR'eyWS. , vMwr nmter^nvo ... -. , v_, .................. ._ .. ,.,_,�,- .. ., ,,,. „n .. i,. _.. ., ,...- .i.^_;;, n,u.. — .- .1'y'.5' rmr.i.H..�s: .L q -- - . ,- - , , 0 Ref lential Sewer Use Certific on (To be com for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. ISingle- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 RECEIVED ❑ 3 -Plex (0.8 RCE per unit) 2.4 CITY OF 7UKWII.A ❑ 4 -Plex (0.8 RCE per unit) 3.2 APR 0 r 5 2002 . „,• ❑ 5 or more (0.64 RCE per unit) ' " No. of Units x 0.64 = PERMIT CE~I+fT ' fi ❑ Mobile home space (1.0 RCE per space) p bo • , :i ,„ ; , .4 , - ,, ,, =„ 11 Ff y, • No. of S aces x 1.0 - � �� ?� `� . please fill out Supplemental Form A in addition to this form. �••�� For condominiums P pP 1.:i,.. v i.;. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information Y' °'''R and any deviation will require resubmiss n of corrected data for determination of a revised capacity charge. '`'' Y 4 P Y 9 4 %`**: Signature of Owner /Representative '/( � "-�" ''"�. ,-t� Date 3,7 /c c I4r Print Name of Owner /Representative A /_. A ,A ,C�TC f � 5 f �- C te ” 1057 (Rev. 8/01) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer " 1{ ' "^` ;:,:e`n+'^ .aj- .Jy�i'�%''; �1v. "..i+ . :i :.¢VI , .- .. .. --- . v.... «,.� .. ... ... .; . 'l,:Ya.c�c .... -- . / , i •'.. , . ,•••••••,... . . • . , ,- ' . . . . . .., . / .1 , ... .c. . . . . „ . . .,. . . II • . i 1 / 1 ,•< ' 1. • ' I iik • ' ••• . i ,' . I • . , '• :: ' • . i . . • i • • ., ' „ • . • . . 1 ; Z • I .. ' ' ' . • • i i ''' '••■•■ : * . ; , ; ,•• • ' . 4 . w I re 2 . 6 = „ . . . „, . . .. –J C.) . - . : f 00 i • ' : .! . (.0 C . 0 ( 1 t • '' .' . cow_ , . .. , . . WI —I 1— 4 • (f) I.L.: t. • — 0 ,',; .. , , . , . . ,....: . . .., . . . . ,. g zi .:: . ... ...•...: .:.„:• ,. ; ..... ...: . .,........ ,... ......: . . u. < .. ; i , f t i :'...;- , :. ....;z,, .,...,,,,,i4e.. c l,t' ,. '1'. , ; ..'!.',.. 1, .1 .., 1 V:i • I t .: U) - a • i: , . . REG I STEREM' AS - I DEak EiT,J1,11/-Wi . . • .,: . . ,. f . .il. • ” .. • ... • 'I, .,:,,,T4 ..;,,., , ., : 1 , I— Ili i , • - l: ,1 . ", '. OIST:a 7RAIs. .,. Miviormitiolroit . !! ' I i ' e X SV;4iffii.,,, 4 1/ 2003 I Gk s "Bii.Y.it !,;' '0;;:• . -. Z I— . LI ' ; ' a ta • \ ' .. ' " ±V I . ATE 1 1 . - P 64 . IIJ uj 1 ' I: tie45 ' , 1...i.).4,.., ,, ... i . , ... , .. , ..i . ,:, . . '''' '' il I :. -zp.-...: , 1 !Jr-0 i } .•1- , •• ...1.• 1, , ‘... (,) ..,) „I. • • , . • , • . D c:1 -....:...,. BAYVIEW0,GENERALNC N fr. INC .-,.; - r- " co . 2122 S • BAYVIEW.)ST'.. 1 , , SEATTLE.: W' 9 8 14 4::•,;,-. ' '.' • • , . • . . . . • • a .- tt.i • Ill At k' ' • i ■ ' ' .i :, ' , ,' k • ;4%4 . : I Signatu rb . ....., , • ct f t . yr.''. I Issued by DEPARTMENT OF-LABOR AND INDUSTRiE .'... ,, .4.. U. Ir..., — ,.... ..,..... ;.. • . ...... .., • ...I.:..«. , • .001:..m.... ..., ..... . .. ... ..::.1, .....,;• ;.: :. ,. , W Z ; , . r) W .• I; • . -. ;• •;•,.., i ; • • -- I-- I . 0 1— •-; , , . Z 1 . ,........ , •,.. , . , ' :.• , . . . . i . t.',.• , ; • . • ‘ t . I , i. , ' • • . , ... • • . 1 !1••'' • . i . . ! • . . • : • . i • • , i . • i I, . i. • 1 , : .... . • 1 • , . • ' ---.-, 1 . . •.: 1 — 7' ,, ,k;,:', ,, k• 6 • ).17,t,,,ne t 6 ; ' ,,kri ••••';'. I. .•tl . . . l`y•;:2,e •,,,'•., „,:: At • ITV; •'.. !, ' • ••'!•••''''' • • *•1 3,1qt: 1 , . P ,. . i• ". ' • " ,,,',•••;, !, . , . '‘ • : ;iiplai . . • 10•„,f4,,.., ... . . , . . . . ,, 1 • • mrta- , . . •,.., . , . . . , . t . . ...•• _ .0, „ ., ,, . . , • , i.ZASI, . . : • .... . . ,.,..._,. . . : " , , . . , • ritf4i*Y • a •6;;:•0711‘, li . . • :,„trki,MV.t.ki,,,..0 , . . . , . , I t Residential requirements of the Uniform Budding Cede DIVISION 1 GENERAL REQUIREMENTS FILE COPY AU worts shall Damply with the most recently adopted edition of Uniform Building Code, Uniform Project summary Mechanical Code. Uniform Plumbing Code. National Electrical Code. Washington State Energy Code. I understand that the Plan Check and amicable land use codes suti � approvals are Contactor shall verify all existing site conditions. site dimensions, and budding dimensions plans does not autn ize the violation approval n t>� prior to proceeding with the worts Budding penmeter and floor elevabons shall be established and adopted code or ordinance Receipt of con- O W builldmg setback and height restnction compliance stall be verified by licensed surveyor prior to tracior"s copy of i3 .i -;axed pans acknowledged. Owner: Mau Trion N Z excavation Any discrepancy in the construction ooc urnents shall be immediately brought to the Site a ddress: 12202 - 42nd Ave South o Architect's attention for resolution Tukwilla, WA 98168 N tD Written dimensions shall have precedence over scaled dimensions -/J / / ! v N +��'J By � -o ' Panel ID #:0179UU -0005-00 ' ____ cc o DIVISION 2 SITE WORK Project description: Construct a new split level home w /attached garage and deck. c. c Clearing and grading shall conform to applicable regulations and shall be conducted such that erosion of Date - 7 . ,� -, '' f 1 h soils is minimized. All footings shall bear on fir. undisturbed soil. Foundation design is based upon an A assumed average soil bearing value of 2,000 Ibstsq ft. unless stated otherwise. Provide concrete fill Permit No. op 40 Z . (,/ _ (Floor areas. 3 � c1 0 under all over - exca■ated footings, coarse granular fill under Lower floor 952 SF all over - excavated slabs. a ' Upper floor 1445 SF Compact areas within buildings which are to be covered by concrete slab to 95% of maximum dry Total heated area 2397 SF density. Compact areas to be covered by paving (walkways, driveways, patios.) to 90% of maximum dry • REVISIONS density NO CHANGES SHALL BE MADE TO Garage: 461 SF Rough grading shall provide positive drainage away from building. Trench to elevations below frost line ME SCOPE OF WORK WITHOUT PROM Deck 120 SF for storm drains, water lines, sanitary sewer (or septic system) and irrigation sleeves. APPROVAL OF T ACWILA BUILDING DIVISION, Entry porch: 32 SF VISIONS Rockeries and retaining walls shall be designed and installed per applicable code. ROTE E t+ . N LHitt A ! N AN A MAY Aoort f N AM IN FINI& COVERAGE: DIVISION 3 CONCRETE WORK Home coverage - 1413 SF Typ- Anchor bolt size- 518" diameter x 10" A.B. © 32" o.c. All reinforcing steel shall be grade 40, deformed Deck coverage - 120 SF bars All tie wire shall be 16 gauge double annealed wire. All anchor bolts, nuts and washers shall be Porch coverage - 32 SF ASTM A -307. Lap all reinforcing bar splices a minimum of 30 bar diameters. Minimum concrete compressive strength shall be 2000 P.S.I. at 28 days unless noted otherwise. Footings SEPARATE PERMIT TOTAL STRUCTURE COVERAGE - 1565 SF and foundation walls shall contain a minimum of 5 sacks Portland cement per cubic yard, slabs shall REQUIRED FOR: ` contain a minimum of 4 1/2 sacks per cubic yard. Exposed aggregate slabs shall contain a minimum of 5 �l' Lot area: 8003 SF 1/2 sacks per cubic yard. C • 4 ECHANICAL C�� . ! �' Percent lot coverage: 19.6% Provide broom finish or exposed aggregate finish for all exterior concrete walls, patios, stairs, porches and [ 4:- LECTRICAL driveways. Provide fine float finish for surfaces to be covered by resilient flooring, tile, or carpet. Provide C steel trowel finish for interior walking surfaces which will not be covered by flooring. '' ��.UMBII�C 1�� Energy: Milguard vinyl windows Slope exterior concrete slabs and garage slabs to drain. Provide wood, plastic, or fiber expansion joints at F GAS PIPING �` • %'' Natural gas heat 20' o.c. max. ; ''` - Heated floor area: 2397 SF Protect all concrete work during curing to minimize evaporation. CITY OF TUKWILA -- „ .. ' . Q t - Glazed area: 367 SF i-- DIVISION 6. WOOD AND PLASTIC LDiNO DIVISION Percent glazing 15.3 % Q 1 ROUGH CARPENTRY 2000 Washington State Energy Code (Chapter 6) 0 Provide the minimum separations between wood and earth as follows: Prescriptive Option #5 06 Individual piers: 8" above earth or pressure treated posts shall be used. Furnace AFUE = 74% _ „�+ 1 Z CD All rough framing members shall be framed, anchored, tied and braced so as to develop the strength and E rigidity necessary for the purpose for which they are used. I < 0 Nailed connections shall be in accordance with table 25-Q U.S.C. 5u � � f3'rt �� �•• i t � �'j All foundation plates or sills, and all sleepers on concrete or masonry in direct contact with earth or not C L within minimum clearances shall be pressure treated. Deck framing shall be pressure treated. Decking and rails shall be pressure treated or cedar. _ O All joists, rafters, studs, blocking and bracing shall be HEM -FiR #2 or better, Fv. 70 P.S.I., Fb= 1000 P.S.I., E=1,300,000 P.S.I. All sawn beams, headers, posts, lintels, and girders; 4 nominal, shall be Douglas Fir- Larch #2 or better; Fv- 85 P.S.I., Fb- 875 P.S.I., E= 1,300,000 P.S.I. i 6” nominal shall be Douglas Fir- Larch #1 or better, Fv- 85 P.S.1., Fb- 1350 P.S.L, E- 1,600,000 P.S.I. All glue - laminated timber shall be kiln dried Douglas Fir, 24 F -V3 or better; Fv= 165 P.S.I., Fb= 2400 P.S.I., E= 1,300,000 P.S.I. All spaced roof sheathing shall be Hem -Fir #4 common grade or better. Provide 1 x 4 spaced roof 58'-9" x 48 v 25'-0" .. 1 sheathing for shake roofs. l'� , g7.o' 131.76' .. ss.a .. All framing lumber shall be kiln dried or air dried to 19% maximum moisture content prior to installation. . ,�_ ss .o Area ventilation: —� ; Crawl space shall be provided with galvanized screened vents with a net area of one (1) square foot per r 4 ? 19 , . _ = - — — — _ ‘ : ,,CP.— - - a) 150 SF of under floor areas. / / r / , • Attic space shall be provided with One (1) SF of ventilation per 150 SF of attic space. If 50% of the vents , 5 Side yard setbacks � � / � ]::: 0 ' -0 are in the u PPe r PD rtion of the attic r cor�crebydnwarc only one ( 1 } SF per 300 SF of attic is required. 'f ' Lowor floor = 1. • a) NORTH / i � 10 3 / SEALANTS 1 �� �I // ! u pper floor = 110.13' ., , / ./' 4.1 _ i 9 caulkin Utilize resilient, non- hardenin a Th h b ievved by the Public � ' caulking designed 9 for the intended application where it is otherwise These p ans have been reviewed � I I I � ,z � �,�.... : ,�; "r � - 4 . impractical to obtain a water -tight or air -tight fitting joint between materials. Provide polyurethane foam Works Deprtment for Conformance with current PLOT PLAN J �'' , n, backin g 1 where oint size dictates. Ciiian b Acce ptaeee is sn oci to errors and SC ALE: 1 " 20-0" �� / ° C i j \ / / � /� ' 11 LL omissions which do not =hosing I / se violations of ( /1 � , % I FLASHING AND SHEET METAL adopted standards or elndi:f The responsibility • I I / � cARACE , : / , , / i �� D r t Provide 20 gauge galvanized steel flashing at: roof /chimney, roof /skylight and roof/wall intersections, j , . , — '.. "'.0.!!T . , PORCH 1 10' Sec front n walUdeck intersections, where siding is interrupted by major horizontal trim, and at heads of doors and for the adequacy of the desi mats mats tot r wit t -- 7 - .,. _ j� • ± 4? X s ,., c ° n o0 windows exposed to weatner. desi8 • �, � or rev to the �� '� W M , � 't •. 'v , � '= rte : (> r TT - Provide butyl boots at all roof plumbing penetrations. drawings; after this date will acceptance a / .' Asphalt or concrete ' t Q V' and will require a rased drawings 20 Tic, �t yard setback driveway / k• - H DIVISION 16. ELECTRICAL. subsequent for su n � / ` � � : . .; ? / � f � — , ` To porch posts I 6 Electrical systems shall be designed by a competent, experienced electrical engineer or designer, in ' ' ' -' �' • • x, :'` ' n �- • • o 3 accordance with the National Electrical Code and applicable local codes. Electrical plan in architectural Final acceptance loci ance is sub to field an tion by y 8 ` 7. _ sa c• `MII ; %;•K ti, ' 00 100° N • drawings is for schematic layout reference only. the Public Works utilities inspector. A shalt 90.0 Date: By 7 s :�eor� DESIGN CRITERIA p apron w/5' radius IQ } Floor live load: 40 psf Z C 2- �k 'y1 South 122nd Street It Exterior deck live load: 50 psf Roof live load 20 psf . _ _ a Mechanical Units Weight furnished by manufacturer. RECEIVED Z Wind 80 mph, Exposure C CITY OF TUKWILA $ o . Earthquake Seismic Zone 3, K = 1.33 Footings shall bear on solid undisturbed earth at least 18" below lowest adjacent finished grade. ' f 1 Allowable Solid Pressure - 2000 psf ( Natural soils or compacted fill). �' PERMIT CENTER Sheet CORRECTinN LTR# 1 \ of 13 _ r i 1• 1 41 , i 1 0 1 1 1 1 1 1 N O Utility pole with power, Phone TV approximately , vi 50' south of the sites SW corner ' r "' \ 1 1 i 1 2 • 1 I EARTHWORK ESTIMATE t 0 - 1 Cut - 30 Cubic yards I Fill - 30 cubic yards Underground power, TV, phone to 1 ; meter base . \ \ 1 1 Y I \ 1 1 58,_9„ 48'_0 2 . , \,,, , 1 1 e _i_ 97.0' 131.76' 98.0' Concrete patio JO :::?-.,:is:Ij.-.;:::-.-4.:::.,:::-I,'Et / Existing and finished 7 I ;- / - - 4:8 / O / _ _ : _ � =, _l Q Edge of pavement . gra t o b e same cS' ►� CD 1 / I i® i i Bu ilding �s slab on grade. ' / . 1 See typical detail 1 /11 A Q O t , i ' ' 4 / / - Concrete sidewalk W NORTH I / ,Y' Lower floor = 1 01.3 - �, 4" PVC downspout drain ' ' U er!� = 110.13' y `"� z v c) . 2 48" diameter wells ( i - ;- % �= - - - - - _,,z./...,,./_ I '° , - (31 Q cu o () dry e s / - _. LY per detail 6/11 Alternate meter i '� �� ' 30' -Q" 0 o (T yp)p / � - c V base location ' '/ h O M E Meter base location ►'� o o 1 / ' ///II/I / I/ / ; N ; I Gas meter. / ' , = See side sewer clean -out detail 1/12 / ‘ el , GARAGE > TEMPORARY EROSION CONTROL k I I // /I Excavate 18" dee for erosion control. \ Downspout collection point ' 1 / / / ; 1 / ' 1l► < Channel runoff ( _ ��U U � ,� � ,� � - - - - _, �� �- _-�.' `�. � A„,,,„..L,,L-,,L,,,,„.,.;.„,;,., ` �'� 4U PORCH t � \ 1O ! Sco nro nt 1) � U , � Silt fence per detail 2/11 ! ��. C , U �� � UULJU UUUUUUUUUUUU I ' __�� 4p� C , ������� LT_ s / 6 yard setback 0 CD ; c u u u u u u u u u u u u u u u u u u u u u u u u u u u ' ' ++ .� UU U J 1" _� _ • I - -. _ 1 0 �' Lf uiJ -u Driveway JLuuuLu __ — I I I 1 t.,., � ,� CD I II -' + UUU LU UUU = � ......�� _ x �' U J U U U UU U UU U UU U UU U Uu U UJU U UU U UU U U / 4 PVC Solid downspout and . u u uuuuuuuuuuuuuuuuu . ��' " .' O / f , 71: UUU u .'�•� C I driveway drainline (Typical) !!!! u u u u u u u u u u ,.. / � J �� �, � u � u u � � � Install l" poly water line 20 PSI _ I www��' / U U U U U U U U U U ` ' r T 1 U U U U U U U U U u U J U L u U u L1 U U U U U u U U U U U U U U r••� / U U �UUUUUUUUUUUUU . L, /loco pipe I I •c u u u u u u u u u � / , b U u U U U u U U U u ;50 1 U 1 U U U U U U U w / u `' . uuuuuuuuUUU / i as O ao / UU ..0 U L"` CO (O / u U LJ �u Slope dr iveway to Type d H. J U U u J U U U U U U U U U U U U U U u U 1� U U u U U U U U U U U U U 1 / Gas stub I u u u 1 cat ch basin (98.5) ( . °� --_ U U U U U iJ U L U U U U • • U U u U U U U U • 1 1..?.. u KiL u�U6,UUUUUuutilluUU ( 2 Q u u u u J u u u l 1 N ‘11 / / u. u u u u u u u u u u u u u u u u u u • ( LJUU uu uuuu • • U U U U U U U U U U U U U u U '1 U u U u u U U U U P' � G G G G u JL i `': �u`�u��� a / G G 136.00 G G- '_ O c`l I \\ \ \ \ \ f 100.0 N� I u . 'I�uuuuUU" u ` t "uuuu 1 N � 97 .0 ' >\ N 98.0'_ -� • ' LJ J u„ ',.,1UuUu u 7, \ 7' 99.0 \ 2" gas line RECEIVED 2 Install stabal�zed construction c aF Tu�nnua = a Edge of pavement 3/4 Water valve o Z Pump station See detail 4/11 & 5/11 entrance per detail 2/11 .' Z I e• CO i W Water stub location on site. PERMIT , 2 • Side sewer South 122nd S ee ` 4 .ER t 8" SS PVC sewer pipe in street Sheet /1/4. S s S S S S _ s s s s s _ s i ? b s I o .. ` of 13 I k 4 , 1 ( • FLIER FABRIC MAMMAL ]6' MIN ICE ROLLS / 1�'n Imo[ - USE STIrP"l OP �f t•S Tp ATT/tdi CAM 10 IRE ,/ 4.' �� W �� wT M RTER FA�C SHALL BE SPIa AT POSTS. /' Common - Oro ad . i . i i . . ■ game . . r a l m s r.. r =a fAr»rC OR EaBVALENT Cis. +.��.i~ ...m..t) -owe s FILTER F AWIIC q • O.sa1. or as ti - )40111.4 Om r MAMMAL . arum. .maim- • W trra�rai - I L 1 ' , •:•:•:•:::::::.*:::::::::: �' '� . 2 BY 14 G A . WIRE • t �• Cyr. 12• MIA Cwar w�1iw am ea Om& 1 � _ • 1�s 1ir� ?f 1iR mama 41114 , i $ , II i :::::•:•:%•.::::::::: M STAND S1tAElrCt J tN s ` r�Or t.r ��i ... . . . ` f 1I (I }, •. . . . . . . • 24101 FAB IC IS USED i24 1�i ' r l Cleow Ous i' I '� ;; I ' � �• • ,1�4 36•MiN ': '' 3614,4 3614,4 t �• �. �. . '� • % • 2 D �� 1 _ _ _ ,.r 'T • _ � MIw. TRENCH. 7i. •� y..� N Award ' ....%...... • BURY 90TTOM Oi i1L TER I 3/4 BACK 1NENCfA .- .0' . .s • ' • • /: •; , :' • ! • L 1 . i �+a a••v �"�"� I 1r,TER1I►L �N a•,a' TRE�+Q� NATIVE SOL OR ;; / •� . - _ •i U Sow Cewn Q1!! ... INt~IED ROCK � -'1' j' � • "• � • . ' ••- . `� • 123: � i ....„ �I 5 IN . 4. MIN � , • a -6 f7LJA SILLS . ___________, 2-rPOS 3 EQRNATE STEEL FENCE POSTS MAOD POST TEEL FENCE POSTS a Vast �N I f_ i to' Mi. s. t 9.re. r ear ti.. NOTES: / QUARRY SPILL � O I I r Snow R o A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVO1O (MAR AFT 600X OR EQUAL) 1 USE OF .JOINTS WHEN ,JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER OHLY AT A SUPPORT I POST, MATH A MINIAUU 6 PINCH OvERLAP. AND 801H ENDS SECURELY FASTENED TO THE POST. . 3 B. 'THE FILTER FABRIC FENCE SMALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE THE FENCE P0515 x SHALL 8 XI E SPACED A IN OF 6 FEET APART AND DRIVEN SECURELY INTO 1) �MINIMU1M OF 12 INCHES). A C. A TRENCH SHALL BE EXCAVATED, RP' JGHLY 4 INCHES WIDE AND 4 INCHES DEEP. UPSLAPE AND ADJACENT TO THE STABILIZED CONSTRUCTION ENTRANCE NOTES: t p � 7»E • V4000 POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. il Sit CITY I!/NV uNE t ga 4/s D. 1. MASTALLATION: THE AREA OF THE EN TRANCE SHOULD BE CLEARED OF ALL VEGETATION, TO THE �UPSLOPE SIDE OF THE POSTS USING HEAVY-DU w1RE STAPLES AT LEAST 1 INCH LON FASTENED SECURELY HOG G ROOTS AND OTHER 08.EC110NABLE wATERtAL. THE QUARRY SPILLS SHALL BE PLACED TO THE NB 1- III RINGS. THE WIRE SHALL IN m LL EXTEND I THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND d PIE 10RE THAN SCJFIED DIMENSIONS. ANY DRAINAGE FACJUTIES REQUIRED BECAUSE OF WASHING SHOULD ' a �. JD- a 36 INCHES ABOVE THE ORIGINAL GRLIND SURFACE. BE CONSTRUCTED ACCORDING TO SP€CIfCAMRS IN THE PLAN IF WASH RACKS ARE USED. THEY SHOULD BE INSTALLED ACCORDING TO I.tANUFACTURER'e SPECIFICATIONS. III Test Tee & Clean Out De' r E. NE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR MIRED TO THE FENCE, AND 12 INCHES OF THE Z- AGGREGATE: 3 TO a' QUARRY SPILLS PER WSDOT STD. SPECS- SEC. 8 -13.6. 6 x 6 x WYE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRiC SHALL NOT EXTEND MORE THAN 36 INOlES ABOVE THE 3. ENTRANCE DIMENSIONS: TIE AGGREGATE LAYER MU` T BE AT LEAST 12 THICK. IT MUST ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. EXTEND THE FULL VACTH OF THE VE•CULAR INGRESS AND EGRE AREA. THE LENGTH OF 6" =vet PIPE 1 ir him s THE ENTRANCE MUST BE AT LEAST 100 FEET. ik Co o to F. YM•IEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. T E WIRE MESH SUPPORT FENCE MAY 4. WASHING: IF CONDITIONS ON THE SITE ARE SL.CH THAT MOST OF THE MUD IS NOT REMOVED BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL FRAM ►MTh VEHICLE TIRES BY CONTACT THE ROCK EN TRANCE, THEN THE TIRES MUST BE WASNEO l STREET sl im ImI *` I PROVISIONS OF STANDARD NOTE E APPLYING- OTHER PR _ BEFORE VEHICLES ENTER A PUBLIC ROAp. WASrt WATER MUST BE CARRIED AWAY FROM THE 4 THE TRENCH SHALL BE BACKFILLEO WITH NATIVE SOIL OR 3/4• -1•S' WASHED ROCK MAKE TO A SETTLING ARE TO REMOVE SEDIMENT. AWASH RACK NARY ALSO BE USED TO IA1►KE WASHING MORE CONVENIENT AND EFFECTIVE. • iN- FILTER FABRIC FENCES SHALL BE REMOVtDD WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT WORE THE 5. MAINTAINENCE' THE ENTRANCE SHAL MAINTAINED IN A CONDITION WHI T WILL PREVENT 7 r °'' LARGER ' M°t UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED- TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING MATk 2" STONE, AS COND•TIONS DEMAND, AND REP.IJR AND /OR CLEAN OUT OF ANY • crfn-i) I 1 .E FILTER FABRIC F E N C E S SHALL BE INSPE;:"D IMMEDIATELY A F T E R E A C H RAINFALL AND AT LEAST DAIL Y DURING STRUCTURES USED TO TiiAP BE DINER T A LLM ATERIALS SPILLED. DROPPED. WASHED OR 1 PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TRACKED FROM VEHICLES ONTO ROADWAir OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. 'r,E PAVEMENT SHALL NOT BE CLEANED 8Y WASHING DOWN THE U- Scrod. tar abiding g el MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REP AIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE STREET. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. W REMOVED %HEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. W CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 1 1 ' 11, SANITARY SIDE SEWER FENCE. THEY MUST BE INTERCEPTED AN CONVEYED T O A SEDIMENT TRAP OR PON W Zy; C'i'ty of Tukwila d�- (2) ' STABILIZED CONSTR UCTION EN TRANCE i SILK E NCE DETAIL I p IIDIGED READING LID ; - 1 DOFD 4• ,• ` FOG7R$ f 1 3 /4 - . FOG ‘12-1 CONCRETE - . . k : : : +4: Rim TYPE i CATCH BASIN �!� VI VANED GRATE • •4 - " - PLASTIC *1 II _ art STs'fL N DMA r . L - ' • ' . • INSTILL 2a• REBAR I ,pw AT CENTER OF DRY MIELI. I 113 a INSTALLED RY CITY '1 FOR FUTURE LOCATION V �' 4 :., 4. +I 3,a• sty. TRAFFIC twat e y `/' yr i I l •/ •/ • ' I W 4' P V L • • Q VITH HMO READING U:1) : Off- - ` - ' • 14 ft O s 4 . 4 • * j a4• KW�i .., 4. PVC V I C \ �i���I� � �� TO NEW MAN ++ � • 4' PVC w • y �� i 6" MAX. I .��I L_ ,..•• ' S =2.o1. ` �, I x m N., ewe 8"4 ••� a' - a' LEAC BED CUBI ' V BURT' IN SIwO TYPE K co - TYPE K COPP�.+t' RIPE - PVC _i_. '_ .,..,,_ -_. _ B : B : Bf 1 ON LEVEL GRADE fl • - POLY t:1f�1 AN! 12'MIIN i . p 411• D1A DRY WELL "4 - FILLED vim J•5' -3• • FILTER FABRIC LINER Q 1 • 1/,' MESH SCREEN j WASHED DRAW •.r • ON SIDES AND TOP �LLL ON PIPE INLET 03 � ��BBMsI� OF DRY WEL! L 2x- . _ \ - 1. 41 . :.: 1 4 1 44 41 , 5 . \ 35-5/8- / • • • BBB B•B (13 O , 0 : f s.... (0 no r ` 12' MIN, A �� , ��� . _ ~ - } -...y � t % i � �� :: ` • . : OR RESTR � WATER T4 BLE Q rn POSSIBLE PARTS LIST; � f ¢� i \ • .. - �. 3 . - 1 COUPUNGS MUELLER 110 X ANGLE S Q • Q �� AQIIFIJ CODE 1 - t' OR 3/4` CORD STOP AP X 1 14 C - ,-...';X„.4•' 12 . - i TER aQX 1 - 1' OR 3/4" X T BRASS NIPPLE + � 48 ,► t ' ( 1 - 1/4 X 1 OR 3/4' BRASS BUSHING I = r t0 -.' .... , -,,,,,. ....- . • . 1 - TMLPIECE X 110 _,_ . ,. ......, . I .NOTE: C� DRY' WELL D E TAIL 3 r 1. SINGLE SERVICE LINES! ARE 3/4" TO 1' OIAMETER(CT's). SCALE: 1 "a2 2 EQUAL WaTERNALS MUST BE APPROVED FP' NE CITY. 3. COPPER SETTER FOR SERVICES WITH MULTI - RESIDENTIAL EQUNALENR N40 AU.. COMMERCIAL SERVICES SHALL HAVE A B H Y - PASS WIT A VALVE WITH PADDOCK WINGS. 4. NO METER BOXES IN SIOEWAUCS AND DRIVEWAYS WHERE POSSIBLE 2 kg o NOTE: 5. SAND ADDING MATERIAL. SHAD. BE USED TO BAiXFal. RECEIVED A. V i Q Y AROUND CORP STOP AND SERVICE LANE CITY OF T U�WI , � Z K 3 0 Use Fog 'rite # 2 or Approved Equat d A Z a . 4 o r- N m Z v. r% W W 4- _ _ P ERMIT ✓`� I I CEkTEA RATER M2"TER BOX IN DRIVEWAY , - "IL '. l AND 1 -1/ 2' � • Cit of f T ukwila - .�. Q RESIDENTIAL WATER METER City o f Tukwila _.. �► �.... Sheet r • o (4 , � '' . . t 5 t..__ --.=::-- ._ _ _ _ -._ _ _ _- _ _- ___ __ ___._ __ ___ _ _ _ ____ _ _ ` ..,�..._ - _ _ i of 1,3 1 I - li 4 r r t 1 CITY Of TUKWI A 2. The detention, sedimentation (retention if infiltration system is used) and erosion control fealties depicted on the approved drawings are intended to be minimum STANDARD CONSTRUCTION MOTES requirements to meet anticipated site conditions. Additional drainage and erosion Genera Construction Notes control facilities may be required as situations warrant during construction. The implementation, marntenanoe, replacement and additions to these control systems shall N Grading and Erosion Control Notes be the responsibility of the Permittee- o 3. The detention (nom if infiltratioon system is used) control pond shah remain cv Storm Sewer Construction Notes p until the m permanent storm system is in place and operational. Ti d. The temporary erosion control facilities, Includi ail tV rig perimeter controls, shall remain L in place until final site construction is completed and approval has beer received from 2. Sanitary Sewer Construction Notes the City. cv 5. All areas of active earthwork which have the potential for erosion and sedimentation Water Main Construction Notes knpacts on adjacent property and drainage ways must be stabilizec according to the 3 following schedule: 0 From April 1 to September 30, areas at final grade and those which are scheduled to CITY OF TUKWILA STANDARD CONSTRUCTION NOTES remain unworked for more than 30 days, shall be stabilized within 10 days. • From October 1 to March 31, earthwork activities shalt be conducted in stages in '.}rdei GENERAL CONSTRUCTION NOTES to minimize soil exposure. Exposed soils with an area greater than 5,000 square feet that are scheduled to remain unworked for more than 24 hours and exposed areas of 1. All workmanship and materials shall conform to the City of Tukwila's requirements and less than 5,000 square feet that will remain unworkeo for more than 7 days shall be specifications. stabilized immediately. 2. All work shall conform to these drawings and the rules and regulations of the 'Washington State Department of Transportation (WSDOT /APWA) Standard Specifications for Road, Bridge, and Municipal Construction" latest edition, except where supplemented or modified by STORM SEWER CONSTRUCTION NOTES the City of Tukwila Standard Details and Development Project Specifications. 3. The Contractor is required to have a copy of City of Tukwila Standard Construction Notes, 1 1. The contractor shall obtain any necessary storm line connection permits from the City Details and Specifications available at the job site along with a copy of the approved of Tukwila, prior to construction. development plans. SANITARY SEWER CONSTRUCTION NOTES 4. A pre - construction meeting shall be required prior to any on -site work for all public facility extension projects. 2. Contractor shall obtain any necessary side sewer connection permits from the City of 5. Locations shown for existing utilities are approximate. Identification, location marking and Tukwila prior to construction. responsibility for underground facilities or utilities is governed by the provisions of Chapter ; 3. Unless otherwise approved, the City of Tukwila shall do all connections to existing `' 19.122 Revised Code of Washington. Prior to starting construction, the Contractor shall call sewer main with new tees. The contractor shall be responsible for trench and pavement . 1 ONE -CALL (1- 800 -424 -5555) for utility locations (water, sanitary sewer, storm sewer, gas, excavation, pipe installation, backfill and pavement restoration. • + power, telephone and television). s 6. The Contractor is cautioned that overhead ele rtrical lines are not shown on the drawings. UJ g � WATER MAIN CONSTRUCTION NOTES �� -1- Trr The contractor is responsible for determining the extent of any hazard created by overhead o 3r saw i +• i electrical power in all areas and shall follow proc cures during construction as required by law 1. The contractor shall o "°°� '/°' s a obtain all necessary water service connection permits from the Z o a and regulation. City of Tukwila prior to construction. > ; p n ` r I 7. Traffic control and street maintenance for safety of the traveling public on this project shall 3 c 2. Installation of corporate stops, water service, lines and meters shall be per City of I- o ..._ o o o _.._. ;> > , . be the sole respon s ibilit y o f th con a nd c' ►: ; hods and equipment used will be subject - c o D 0 - � , � ::_ • p Tukwila Standard Details. Services shall be a minimum 3/4 inch. The City of Tukwila will ..J ,� 0 o �. _ _ -_._- to the approval of the City of Tukwila. Contractor.. and their surety shall be liable for injuries install the meters. c Q ::: ;:: � � and damages to persons and property suffered k ;ause of Contractors operations or o ~ o ' " �- � ��' °� � ' them. circumstances, concrete blocking shall also be used. See Standard Detail 3. Restrained joints shall be used at all bends. For tees 90 bends, and special LL. negligence connected with them f /8: ,- iZ_ Da. 4 u +' 8. During construction, the contractor shall be rer ; ;;ed to control on -site storrr�water runoff by 4. All valve boxes in public rights-of-way or easements shall be adjusted to final grade • Flaw using temporary or permanent drainage erosion/siltation control proc:edurp�. after final paving is complete in accordance with the City of Tukwila's Standard Detar! • 9. It shall be the contractor's responsibility to determine the true elevatio: is and locations of all 5. Backflow devices required with fire protection and irrigation systems, and to be underground utilities. 9" installed per the City of Tukwila's Details. F lo- 1/4• _ 10. Existing pavement surfaces shall be saw cut full depth with straic,nt, uniform edges 12 A tiTat 1 /4 ;��. � ;.�� Z 8 �� inches (12 ") out from the edge of excavation. All joints between the new and original j �si�" +- pavement shall be painted with asphalt emulsion (CSS -1). ,. 11. Time limit restrictions within existing rights -of -way will be applicable and determined at the 3 � ;' 1 pre- construction meeting. CD 15 12. Power, cable and telephone lines shall be in a trench with a minimum horizontal separation U . Cast Iron Ring And Cover .- from other utilities (sewer, water, storm) of five feet (5'). 13. The contractor will be required to water the site, as necessary, to reduce emissions as a i • q ry. � 10 / ,.. 1 result of construction activity. The contractor shall also sweep all affected public roads, as - (J) necessary; to remove mud deposited as a result of project construction activity. '� TM 14. For manhole and catch basin rim adjustment, maximum adjustment with brick of rims and a/ f: castings shall be 14 inches (14 ") without adding new sections. IX 15. PVC manhole adapters or approved equal shat be used to make all connections of SDR o `"-""` �► 21 or 35 PVC pipe to manholes or catch basins. u� 0 Si" ( \ 16. B for PVC, concrete and ductile iron pipe shall be 5/8 Inch Minus Crushed Rock, six \ I"" Q � --..._1 inches (6 ") minimum under, to six inches (6 ") min ; num over the pipe as per the City of Tukwila - :N Standard Detail No. �"� 17. Refer to Tukwila Standard Trench Excavation and Backfill Details for construction nr procedures. Cti N . 18. All imported pipe trench backfill material shall be Bank Run Gravel, for trench backfill per � H CLEAN- OUT section 9- 03.14. , ti a City o Tukwila . ' 19. Pipe trench backfill material within the improved right -of -way .,hall be 5/8 Inch minus 1 ) Crushed Rock when connection is perpendicular to the City Strew , as per City of Tukwila d�TY of TOED Q tr, It `- -- _ - _ -- --- _ ___ L . Standard Detail . Kwrt,4 5 .1 o 20. Construction of proposed improvements shall be in accordance with approved plans. Any 3 = changes from the approved plan will require approval from the owner, engineer and the City of N PERMrr g s Tukw O EN 7 'E R . - w GRADING AND EROSION CONTROL NOTES 1. Within the City of Tukwila, all required retention or detention, sedimentation and erosion Sheet • control facilities must be constructed and in operation, prior to land clearing and /or other construction activities, to insure that sediment -laden water and storm drainage runoff does not 1 2 impact the adjacent properties or the natural drainage ways. -- of 3� • .4 r 1, N li 117-17 ° o Z I 48 10'-0r' x T.6" Concrete patty N * Ni 9 N 4 A o t -7 -5112" '16' -6" 8%6 1/7 20' t cv r 4o G 6' -7 1/7 5'-0" 4' -10 1/2" 3' -7 3/16" 7-0" ` 7 -11 5/16" 7 -7" 4'-0" 6-r 6'-0" 1 '-4" ' Q 11/4 1 O v, 4x10 4x10 203o SH 1 4x10 - � , sos10 sco / pt oc 0 6040 SL r ,_ . _ . I111N/l/ / /AY.! � iimrk AVAIK P r/l ///I_""' — !!// ligriMAI/7/f /:. — -- — -0 - - -,....ii ' 1 I 4) am 0 k — I i re a (S8�R m T ub 8 Shwr ; Ns - ! ° l 1 1 , 1 1 - 2468 o , ' Range Fa n V.T.O. S. _ 1 � J rn r I iii L(° � x 0 O N m 50CFM Fan KITCHEN !DINING I .L-I, B-4� I : i I BEDROOM 4 ; v_T.O.S. I o o Carpet Q f r 2668 I v 1 42" x 42" concrete stoop N B -1 , - x 1 1 I 4x10 I 8/ x 1 0-12" - j � /mil, / / , / l !,/ ,� 1 r .� / I � ./ /� 17, 1 - ! 3068 T 11 1 6-2x6 x6 'iK . r = f'? 6 -2 Can C►e1B ..,,,,N,..„... ``• •- . �` 2x10 w all i _ z • \ \� /O Line of deck above 50 CFM an V.T.O.S. W1 J IL GAR AGE `► ' ) m LIVING ROOM 'c'' lir co Carpet CC cn 4x10 o Smooth concrete Dryer V. T.O.S o 1 I D \`u„ o 4- 2x6 B-3 _- 4-2x6 v ,\V 6x12 DF #1 / J 0 2668 2668 2868 - .c WH SCR ' W 41) 11' -0" 9' -9" \ i 7/ ; 7 s -1,s 3 1 -5' - as 17'-0 1 /7' I 0 L.. j -1- I Furnace I /N _ _ CRAFT ROOM _ Carpet I �' °o � °o I DOWN - .r- - UP- -- an \ - - - - 1 Under stairs _ 1 C� tdcv -af „ Short door for under 1 B-2 161-3 5 -0 r- -'" landing storage. 5-1/8" x 13 -1/2" GLB 24F -V4 DF 4x10 - � ."1 Q J ..o 4x10 �� - ' • 1 . ,„. ,„, ,../,/...,f - ....z........._ _ -v =F " - biligl;i1iiitS 7-- 8070 Garage door 8070 Garage door 5060 Dbl door -- - -- w/5016 FXD above . 5040 SL 5040 SL / U Hose bib 8' -0" \ pliiit, c 0 0 . ,� ^ ,' 1\1 �. a 'r . t Ba win d ows abo - . . .((-As.) li R -19 insulation w/3/8" rough sawn CT UP plywood soffit �! bay windows C 75 \ 2' -9" 16' -3" �- 4'-8" 5 risers - ' 2 1/2" � 5 4 1r2" 5' -0" 3' -5" al o z ao Rough opening L co 23'-8" 8' -0" 161 -4" > Q rn N i WINDOW SCHEDULE ��� H ":\ QTY FLOOR SIZE ' DESCRIPTION CODE 48 -0 " '' � 1 1 .1.• - - -- S *IN 'I H N N m • 2 1 5040 LEFT SLIDING CRAFT ¶J .1CQ2 a, r 1 1 5040 LEFT SLIDING BEDROOM 4 a t 1 1 2030 SINGLE HUNG BATH - OBSCURE LOWER FLOOR PLAN P ¥ 1 1 4036 LEFT SLIDING KITCHEN SCALE. 1/4" = 1' -0" *,�A 1 2 6040 LEFT SLIDING BEDROOM 1 ^i• 1 2 2030 SINGLE HUNG BATH a i 1 2 4036 LEFT SLIDING KITCHEN i i 1 1 2 6040 LEFT SLIDING DINING 1 2 4640 LEFT SLIDING BEDROOM 2 LIVING AREA = N 1 ' 2 4640 LEFT SLIDING BEDROOM 3 967 sq ft C RECEIVED t Z 1 2 5016 FIXED GLASS ENTRY �' OF TUKWILq = F. v 4 2 ' 2050 SINGLE HUNG LIVING ROOM , 1 2 5050 FIXED GLASS LIVING ROOM . . -. " 1 2 3650 FIXED GLASS LIVING ROOM PERMIT Sheet CENTEA ‘02.-088 2 L of 13� r/ 11 4 e r 11 1 o o V N CNI . a N N Jr .,D 48' -0 1/7' t0 r . < A 112" 21'-9" ' .3 1 p O C - 0 6'-0" 10' -21/7' 7-0" 10" 3'-9" 4'-0" 14'-0" 3 c 24" 0.H. T. 50 CFM fan 4x8 4x8 I 9' -11 314" 6040 SL V.T.O 2030 SH Obscure 4036 SL 6040 SL 1 - , • - " - , _! ' _ _! RiINl/ ' —I .I'� -- _ - -- - _ 4x10 I I . ; 0 0 g 0 1 /--D\V o o • — — — — r 24x8 1 ' . wo le I 1 I 10 x 12 DECK •16'-10" ; : 8 5 J I I - lo 0 .. i carped v o 4 BEDROOM 1 o TU Shower 'A , i i cro b T i in v C arpet l —_� PDFan Y r T 50 C Fan V.T.O.S. �� — o V.T.o.S. KITC HEN DININ ' a Carpet 110 volt smoke de tectors �� Vinyl Carpet ,� \/ 2020 Skylight t 9 1 5. ,„ O / \ S 1 ' z 1 ..... ; , 7'-6 , 1 >- 0 2 4 < I ► — J z 7. 2668 5 ' I ...J 6068 BP ∎ , i 2468 �' Gas direct vent F -P — _ • _ t- _ wrry shelf ab \ r in 2668 — — s - L - _ . r=- 4d.r=:.IIrs=a;! —0 �� Fes. � � / � o a , c � j .- f 1 N .J S &R ii 11UIIE1 — ____ cc . armor 2668 . 266: 2668 I ! - _ C IMO ( Coats lip 2020 Skylight .- \ % Cl. cv 8 :— CI_ Q I S &R i L IVING ROOM I . ti N t° S &R a :, � r l r c lr _ MIN f Carpet �- if CD I��1uII v CO ( I n N 10' - 2' 0" 10'-6 1 /2" I 6 '��I� 16' -3 117 x to I 1 r _pN = II Lai IL I ',',", , H\ . I I! ______)_ BEDROOM 3 2 1 BEDROOM 2 1 -� / 1 \ I I Ca t ii I:. ` Carpet \ - 7 I 0 / I I I \ 1 / I 4x8 / B_5 I \ I 0 r / 4x8 I ` 4x8 `104410 �1-- -- -1 i ara — I — �, • N-1/8" x 9" GLB 24F -V4 DF /DF mo..... 5060 Dbl door °' / 4640 SL ;L 464 , a w/5016 FXD above / � � /5 � 1 M 1 I I 5050 FXD Q) r'''- .......1 40A 1 1 1 , Abbreviations I f— Q co V. T. O. S. Vent to outside 2'-6 1/7' 6-0 2 -T LIVING AR BP �Bi Pass door H N ` � 1446 sq ft SL Half slide window FXD Fixed glass window o . - • h 2'-10" 6'-0" 2 -6 4 -6 112 \ 6'-0" 2'-7" 6'-6" 3'-2" 2'-0" 6 -5 112' 2 -0 " 3 -5 ,. N. SH ' Single hung window N ,� S &R - Shelf and rod 2 N 48' -0" UPPER FLOOR 1 o i 4 U LOOR PLAN 0�, a 1' -0" 1 1- ^ ,2 SCALE: 1/4" = 0- 1 �1�g0 �a �� i r L ' � � - V to \� / RECEIVED I --'ir., VN ' CITY OF TUKWILA ` ' , Sheet PERM TCENTER 3 :bo.t of 13 M T t , � 1 1 - ` o w o , Z N N ' It CV Co O co � f 4 IN 1— 2,72.-r- rr m/`i+` +`i U r r �r ±rr�■Wrr` ter ...- - ,11a1 . 3 t tv Er 40 - ■ lie ram •_aw _ �'=± 061W ■•■•••••r'••' 2050 SH 5050 FXD 2050 SH — . 60610 SGD e t I Ii 11 ' 1 _ lull Iit_I1 t , li I _ 11 1 1 i, L_ 111 — _ __i ; t 1i-- — p II. -- — _ 6040 SL . (7 — - -- Z 4) 0 RIGHT ELEVATION .. 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'. ! ..r- '....... r■ ................ • fi ..iriririr�•ririri. rr. r` . ` . ri.�iri�� .. MN ■rrP" 41 !rr`�` r�r..ri $:':t ■INIIIIII c IMO .. : 0 Mili 1 0 SL 1 1 • 464I Ill II 1 _ 1 _____!____ II Ir. Art.sloc . I ! !50: 1 BEI i I ii 1111111+ , 464 ! - 1 _ • ■ �� 2050 SH 1111111111111111 uI 1 111111 I Ill In 1.0-- -- 1 ._•_,I______ , 1 1 111111 UiI 5050 FXD -- Emir. , , i , ! , i cu mum _....., , L... (0 c0 aimmi■ :0> N-(13- . Ell 1 1. 1 Ilk IA 1 H -c. : I I : '� ` I _ I 5040 S. _ 111 _ __ ,-- I– , . I 16070 Garage door l ■ ■ 1 IT 1 1111 I r cc I 5060 Dbl door .. �... ..... t.) 1; I iimm = a w/5016 FXD above- --.- -- z f-; o H - -- I -- _ Q 2 co Zv Z - CRY OF TUKWILA Sheet FRONT ELEVATION PERrutemu 4 - 3) SCALE: 1/4" = 1' -0" a r of 13 i 41 M * I S 4 w. 1 r • i r�refer f �r�r�r�t ■r ■f�r�t�r�r�re - - 8 j - -�-- r--� - I t i r � r i r i r i f i f i r i r i r i f i f i i f i r i r i .. ir , - r i r i r i r i r i r i r i r i r i r i r r h I ririririririfitiriririririririritim I . 1 - - i r i r i r i r i r i r i r r 1 - t�riririrltlririf 1 rirltirif i firmf i f4 iri firiri fi fi firitirltlrlri'iilri m 1 pip.�r�r�rtrir�r�rir lit hilt r�rrr�r�r�f� r�rif� r�r�r�rlt t o i l t t i t t t r 1 111 firi f iri fit�rirl fi firi fi ii c 0 tiliritir riririririririritiriririri titititi thrirtititrtitriiiitititi riririritirifitirir riririririfiriri i r i i r i r i r i r i r i r i r i � i r i r i r i r i r i r i r i r i - i; !' 1 �iiiiii iii iiiii tr r r fr rit r r r ri t ioiririri ! i f i fir itirif irititiriririri f i f i IithitithrtitititititiMi tritrirititiri fiririritiriritiriri f i M iltiMrtitrAWAVAI erifiriritif iririrititiritiririti t in t iri�iriririririririririririr - - r i r i f i r i f i r i t i 4 - t i r i r i r i r i r i r i r i r i r i r t hi t i l r i r i r i r iiiiiiiiiiiiiiiiii it rrrrrrrrrrrrrrfrrl r r riiriliflfifirifirit tirifiririri i r`r I , i n r ! � _f ii � - � �iiiiiii ii i l f r r r lit t hiP'f, rio t itiiititi�'titit tit i ! _ w rrririiriir- filifi flflfifififlf�f if iii'' i ■ i 1 titbit I 1 i t r i iiiiiiii �ii ii i r trrrrrtffr 11 t iiiri ririrtrtriiiimtiirirtitrtir f ir f i f �ii i 4 ritirl Cl) t ; , x r r rtr i r i r t hit 1 Atli i14141 iirii D rn t fr frir�rrh rtrrrf rr f ii rir�rr r rn D � o Liir �it W 11 iiri r r l i f i r i r�l fi t t tttit l tttttttiteitttti :7, • rn o v,- lilirifir rirtriritifitliktiririririr o , i r rn rlritiririfiritirifitirilirlrlf4r41 VOA! l r l�rh ,- titt t irowth m w :': t i r i r i f i f if i > m r t i ti t i i r m .� /........... z l AAA,' irifirififi i iAAA ; m F r i r i 4 1 y : tit riri lifiritirirllifili ,iiiii n rn i titi MIMI/ 4 1 V c I 1 IAA, 1111 ritithrilliFt tA AAA > � , -- ifiriti 1 r riri ! rr r 0 IiIII!i:LiiJ!IIII,1LI!! z ieirtititrtititititit 1 tititi ! f i r i irlriririrltirifit� ririri � i r i t v r r ifitiriririr t i . . firi i i f i r i f i r i f i r i firitiririrififi r� i r i r i r i r r t = rif iii fierirlifififit ririrl r i t iiiii Irprirti N i t i r i r hii r r i f i r iri f1 \ , , i t i tit i t i t r i i t iit i� i � c tifiriiflflflf�flf�r i firirrr i fi f i r _ i tiii ititr�ri�titikr tritrdI i ,rri v f l �t ii , i Ai i r 0 tt f r I- 1 f ir rifititirititirifitil firiri i t I ' I ► I i f f i rirlfit Pi VI ,, i itiiiil i i i t I'I'M' riri, rff 1 1 1 , 4 1 4 i,ss,i,i 1 1 1 i iiiii t r rtitititr t yor ___ - r�f lriritlflr t i i i r i i ri lel t it I [' , tit iririririririririri i t t r li fltirifiririririt r iri _ I �t i � r r t i l l _ r itiI r . - , � t r r t l i i f lii r i f i r i f i r i i f i r f _ t t t t t t ■, t.t trtrtitrtit trritit iii rtt h — r �rir+r�rw r r ri t iririvitirtikil �ri fi f i l l fi NA o r i.t�i i. d rrrrr rrrr rir r 111 t�i�ttt OVA � r . +AI � t riri, v i r i t i r i i r r i r i iriri� r i 4 E.) ' iiiii iiiiiiiiii _ L i�t�t�l ril r f i� f lfif if ifif if if 1 f if 4 t _ ` ' - 11111 r t? i •' . 11.\ '''' , a r - 1 . .-1 , 4\ r) ., • .L.:, 0 C.) 11:::• aal 1 ,1 c A ) ' IP ' CD Mau T. Tran Residence ELEVATIONS Drawn: Mbrch 24, 2002 CD THEMARANTCOMPANY Revision 6/26/02 NEW 1 a . 13860 -177TH AVE SE 12202 - 42nd Ave South -� it (425) 2 WA 98059 For a new home sheets 10 11 ' 2 w �a2s� zss�9so Tukwilla, WA 98168 & 4 A) Dotensons to edges of posts ' 8-Cr Lxie of deck above O W / //l / /SIR// N s _ 'm N I f 1 Ni ..0 r" f i 1 _ _. p O I .N dr I I 4" 24" x 12" footing w/2 - #4 c ' j r • - r each way w/P844 t 1 L Finished floor - 100'-0" 19 CD I Post location above ici N \I I I . \T - - - 1 //' .1 - = - T � " - - - - - - - - - 4 concrete slab over 2' crushed I - 11 r f I I N over 6 mil Polyethylene 1 4 - - -- :! 1 , I I j ix, Y b ' 9 fir I ti Finished floor - 100 '-0" 1 6" Concrete stem wall (Typical) V 1 i � 4 s el ' T op of all w alls - 100' -6" I e q 12" wide x 6" high concrete footing (Typical) \ . I - - / 6X6 PT post w /CB66 I '- ' o 1 ® K , I \ ` o I I I 1 —270..—' 1 ■ 10' - J ' 24" x 24" x 17 footing w/2 -#4 . 'N I ` rebar each way w /oB44 I r r r `�! z I' I 1 1 1 1 0 I I � J I t I I I I / I Top of all ex`.erior walls - 100' -6" I I I / 1 1 '�' i' 3 1 112" , 0 v a 3' -5" I �.. � 5 2.14.1. z I I °° I ' g 1 / I - �� o Slope slab 2" to doors I . O f Footing to run continuous through I \ / O I /garage door openings I ( I Z , f I i I 24 -0 7' -3' 1 ; -9 r ' n ca I j' ` O o` — Aid 1/ I 11111111111111B INI/� ///rte /ARWABri / - - ./1011111' l." -- 4 ' I 1 1 H I rli L[dlik (2) - 6X6 PT post w /CB66 , 2' -9" 16' -3" 5' o / I 1 I 2 - 2x6 top plates v �� r - - - -' ® a Surrounding finished grade •� �' - 1• �, I I I g g 4x10 Header. Extend header to outside walls. - ■.,,., �I f I \ 1� � . I ® 1 � house - 100' -0" - i. - I 6 4VV I -- r . I _ - - - 8' -0.. `- 16,-4„ \I Nail plywood w/2 rows 8d common nails @ 3" o.c. — . r. • at perimeter of plywood edges Plywood to run to a i 1 24" x 24" x 12" footing w/2 - #4 I upper floor. �! �1 U rebar each way w /PB66 j I I 48-0 2 - 2X6 Studs. Nail sheathing to each stud. 1�)I 'J (24" minimum) a) . A - HPAHD22 Holdowns at sides of garage doors I` 'I 1 F FOUNDATION PLAN to >1 W • f SCALE: 1/4" = 1' -0" 1/2" CDX or APA sheathing I I I Cr c t A acid/ 14144 4 l'ir.44/ palti 2 - 2x6 Blocking at any sheeting joint at holdowns. _ 1 --./"`--- ($ o Ift W 4 10WitinS. I I --,..„ co HPAHD22 or equal approved hooked end wood to Q i I Garage door opening � Fi concrete connectors with 3200# capacity (Min.) I I j--- I I Footings to run through CO 0.1 '7--- 2 - 2x6 plates (PT @ bottom). Nail I ``�; all openings cc c sheathing to each plate. '`'�•4 I :� C ' .1I A 4" concrete floor (min) 2 - 5/8" x 10" anchor bolts w /BP5 /8 Il bearing plates and nuts. _ I } IC .r 711- --' o t 8" foundation wall w /16" x 8" footing w/2-#4 Imilmill 1 1 1° 1— A rebar continuous in footing V ° I -#� ' Z = N ci a • ° �l/ ° v Q c 0 N .. V ° v 0 Z a W W r a ~ f 2 - #4 contin. rebar at bottom of ----.- footing - RECEIVED S HEAR PANEL Sheet CITY OF TUK'dVILA --- - - -- -- -- . SCALE: 1 /2" = 1' -0" 6 • . . , , PERMIT CENTER .104X e g of 13 l 0 • • 6 4 t ( 11 f O Z I N N O N (co • i ( O • A •5 a) 2 0 f H2.5 each joist rrirri "' _ _ mom — 21 — ---iir . Imo — ------..... ... : m il 11''' C ) a,- 0 -- ...) 1 ! I _......_ ........___, _,..., ,I RI' i o o 1._ I Presure treated 2x8 #2 "8 HF V it r io) ,� rims and joists © 1E o.c. I! .IL_ o o I ! ,1 !! - KITCHEN l DINING i � m i i N I , BEDROOM 4 B -4 L� ID .! 0 I' ll I 1 i - — n 8 -314" x 10 -112" �, _ T H l �, ._ 4x 10 f , �.. , i T- [7.7.77-7-7, Hang joi sts w/LUS28 j , VE ; 1 -I -- = % - T; , 777-II !- ;A _ I jr, �' I 1: 1 J 9 I t a � 1 ry Attach rim to house rim w13/8" x 4" Q O �! Q, i , ,; kill , I -- - o — 1 galvanized lag bolts & washers @ E i' GARAGE ' 03 LIVING ROOM 15' o.c. staggered �- o ••/----N i / 32x1O -- Q N 1 I , B - 3 1 1 l --- O = Cti I fl 6x12 DF #1 �-� ; 16x12 DF #1 1J__ I I p i -. / � 7/7 �.1: �G i (�1� IV kr. , �`� __ ■ a I I _ LL O f �f LL � I , I WH IP/ 1 I . . s, ,, L„......___, , .__ Fram landing i r• i ' -- wr'c8 @ 16' _ I , I N — — - - — — CRAFT ROOM j = CN I _ ( --1 -?II - -- I m O I ii I "� T T "' M % ,• 1 1 I I i B-2 • 2 L I —__ T Z �- �S / =" 0--..- T. L - ' 1 ,,, n . T ,� 4... l 'r r L�^ ! ' III/ 5-1/8" x 13-1 /2" GLB 24F -V4 DF - ' � t. Hang joists w /LUS26 Header T o ��` Double PT 2x6_ Attach to post w /(2) � 1 L 1/2" x 5" gals. Iag bolts. I > FLOOR FRAMING PLAN _ - - -� I �R -19 insulation wl3 /8" rough sawn / ��� , Q Presure treated 2x6 #2/B HF ' 5 Q SCALE: 114" =1 rims and joists 16" o.c. Plywood soffit @ bay windows ' f 1.. 11 gi Attach rim to house rim w /3 /8" x 4" �,�.- -�--�° = 1 co galvanized Ii,g bolts & washers, 16' o.c. staggered - N '! i j a o _fa, Z r RECEIVED o N CITY OF TUK'W _ • ge ►- PERMIT CENTER Sheet (.. • 7 __ of 13 b 0 I . 41 I Al N O �W f". 1 N Z � IN N � N P � U (4) O .. . N ( ,, 3 k , E CC in , C 'y 0 0 24" 0.H - 15. 4x10 I1Ii 1 4x8 Vent block each bay , (Typical) (Not shown) II I 10' x 12' DECK a co BEDROOM 1 0 0 18" 0.H. I I o i o KITCHEN DINING Z 1 „:, 1 __I d 0 ' 24" skylight x 24" sk li ht ! Z o q I o 2X4 flat lookouts 48" o_c. ` U- g mime nii ........... 1\1 1 ill\' . C Locate at splice of s�tieathing 2 I I O C joints ii O r . J. , Overtrame dormer w�2x6 c@24" o.c. Coats —. oats ' J 1 mown \ I.L. MD 11 [ CNI �N 2 LIVING ROOM _ I Me 1 /y I I X11 ITT No BEDROOM 3 - BEDROOM 2 A Lo7ibearn Furr 0 +;;� U SI ► ceiling © •eam , A 11 164. I � illa 4x8 �►� . ,,,: i 4x8 _ I II +• � Jr( � 3 -1l8 ir , ,, �� " x 9 GL 24F -4 D77/714\ � liki: , - I�_�/_ I ∎ w 1 _��i� x / " , V Fl Q � . ...:ii -gion./// , 0 C :F. Overtrame dormer 12x6 24 o.c. Allii 111111M11111 _---" o c 0 co 18" Roof overhang dormer 4-) 18" Roof overhang © dormer , Q o 18" Roof overhang © dormer f" > • I II Overframe dormer w/2x6 ©24" o.c. CO 2, 3 I N F- y d O Q °° h v = a�; t4 •3 RECEIVED Z Z CITY OF Tlii' WILA W r- H PERMIT CENTER Sheet I 8 1 bb2 of 13 f "Gesop alis *maser., S.. Sew Was f OMs to emit all wag -- -.-- -> ) 304' 'NIG COX andlailirpowed 1. 1 O itu Oz / N _ IN i N i T m ood rims. N 1 ��p �- w' 14 Wa t i�J r U 8ss handrail l ... _ O O t i s O 1 3 1113' n d __ Dreads- 0 I // 32x12 alai jacks. STAIR CONSTRUCTION_ C I 10" 3-2X12 Stair jacks at each section. � 41) L 1 Glue and nail stow treads and risers. i �_ '' ! Fir.blocir belwe.n between aM s,�e ,< stair secs. ° Ir t` 5f8' -nrrsll aN coast a on Type the bottom dry side d Blair STAIR NOTES: oonstruct*on where 'X' they. is any The pes�st riser height or tread run *n ti within t � human access to under the stair any Might d shows shall not exceed the smallest by . . section more than 3/8 inch N / Il -1 ! I ' - Handrails: 1 1 � / • — Handrail Stalwarts shad have at least one handrail, and handraWS straw be installed on open sides d stairways. Q The top of handrails shall be pieced not less than 34 arches or more than 3t3 inches above the nosing d II 4 c beads. They shah be continuous the full length of the stair. Ends shall be retuaned or shad terminate in r- - g newel posts or safety terminals with continuous ridge vent. stair g \ - - Attic ventilation 1/150 of attic area 2x 12 O.C. for l = Handrails pros d cting from a wall shall have a space not less than 1 -1/2 inches between the wad and the . _ : $ ham. 31 The handprip portion of handrails stall not be lees than 1-1/4 inches or more than 2 inches in ' L _ dimension or the shape shall provide an equivalent gripping surface. The handprip portion 12 • - jack and anchored floor mar have a smooth surface with no sharp corners. Premanufactured trusses c@24" o.c. w17116" APA rated sheathing or 1/2" \ I CDX plywood w /8' panel length placed perp. to direction of framing and S T Roof pitch ` k _ _, , Every required stairway shall have headroom, clearance of not fees than 6 feet 8 iris measured vertically alternate panel end joints by half -panel length. Nailed 8d © 6'' o.c. 1 1 from the tread nosinaa to the nearest soffit above. J . i--_-_-..0 Guardrails '— perimeter and all supported field @ 12" o.c. Composition shingle cover ` \ l All unenciosc,d floor and roof openings open and dazed sides of lam m as and raps balconies or pores over 15# asphaltic felt. which are more than 30 inches above grade, or the floor below, and rods used for other than service of H i._ r� •- x building shall be protected by a guardrail. Guardrails shall not be less than 36 inches in height. except on w R -30 roof insulator stairways where they may be 34 guardrails . Open guardrails and stair railings shall have intermediate rails or insulation baffle. Leave 1" airspace tp extend an ornamental pattern such that a sphere 4 inches in diameter min. 12" above insulation 0 , -- '',..--..-no 11. °1-1 2x4 vented bird blocks each space. Toe nail w /(2) - 16d each end to truss or rafter (typ.). Provide continuous row of roof - 11 l' > - ' '' . Simpson H1 hurricane ties at C{ � O I--- sheathing nailing © 6" o.c. �% each truss. AL STAIR C DETAIL S TYPI T 0 U ®� CB SC ALE: 1/2" = 1' -0" co O Continuous Aluminum gutters and ,. (---: U \ „ s downspouts z i - Cn I Double 2x6 top plate �, o NEW 2x6 studs @ 16" o.c., w /1/2" drywall, 'e I w /R -19 insulation,w /7/16" APA rated 2x4 Pre - manufactured ± usses @ 24" o.c. w/7/16" V L i 1/2" CDX or 7/16" APA rated sheathing nailed l sheathing or 1/2" CDX plywood, w /15# APA rated OSB sheaching w/7# felt paper - , / Continuous ridge vent w /10d @ 4" o.c. at edges and 6" field. ear building paper or Tyvek, w/siding gape yv g per owner. w/fiberglass shinr ,res. d 1 " 3/4" T &G underlayment nailed •! and glued, w /1/2" drywall.. \ 1 Horizontal siding Sm. ovee� # asphalt Vent blocks @ each bay b pap 61.. ,` / Drywall nailer .. �- .sass._. a +ra =r� +rager- / / IVILWAssAroftio■- / . R -30 floor insulation between smi `r ‘Yl 1 I 1 kt Roof plate /unheated spaces. _ H II1IIP1O UPI lIPlISPAIIIPl. a PI 5/4" x 6" Fascia -- - \ r '� U I� 1111111114 - R - 30 (Typical in ceiling) H - �. a) . ,__�� -• Horizontal bevel siding � _ Double 2x6 to plate - ---- over 7# asphaltic paper. (/) • See plan for floor joist size. - i o ba 5/8" Type 'X' drywall between any All exterior walls to be 2x6 @le' - R -19 Typical in floors and , a " g area to living area.( 1/2" 1/2 o.c. w /R -19 insulation. Soli blocking beam overhangs above unheated areas. 03 o garage - drywall in other locations). eam -, L - I - - - - - / Floor H > co rn Q 5/8" x 10" anchor bolts w/2" x 2" 5/8" Type 'X' drywall at any wall or + �� Plate c Q bearing plates C 48 o.c. though. C -1--- -- post within a garage area.(1/2" 3/ � �- o 2x6 pressure treated mudsill. d 8 Rough sawn T1 -1 , ��, R 19 co p drywall in other locations). - Nr l 2x10 #2/B HF floor joists _ W /R -19 © soffit 6" poured concrete wall , i ( 16" o.c. w/3!4" T &G 0 3 w/#4 re ba r at t op of wall i subfloor. 6x12 N 5 -1/8" x 13 -1/2" GLB 24F -V4 DF Solid blocking © beams N, I 5/8" Type 'X' on all walls ceiling, b 6" min. to grade. Slope grade from \ 1 I posts & beams. ' structure. \ \ R -10 closed cell insulation at !' GARAGE 24• / heated areas. f W l 4" c oncrete over 3" washed rock 4" poured concrete floor. l ` b- = a 0 Footingand wall _ - ____6 Mil Vi ground cover., ^ tz o N SCALE: 1/2 "- 1 -'0" i ' . - SI a ° l — - -- - -- - } - - - - -- - -- — . — W CN ill Floor ri i:i I _! 7 � oC /i '_,. - ----- , , • 4" solid PVC downspout drain / l i ._.--/ -- ,. 'A . I I L�� . _ _ RECEIVED . / '� 2" of 1 - 1/4" crushed gravel w/6 mil CITY OF TUKWILA Sheet 4 polyurethane over SECTION A - 4" perforated PVC w/1" washed New 6 x 12" poured concrete footing SCALE: 1/4" =1-0" 9 rock and filter fabric foot' dr w/2-#4 rebar on undisturbed soil PERMIT CENTER r i '/ 1 i of 13 --------------------4111 ttI! a 8 s -a ;$ o