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HomeMy WebLinkAboutPermit D02-029 - LABELLARTE RESIDENCE - NEW HOUSED02 -029 LABELLARTE RESIDENCE 4804 So. Ryan Way , r • • e11.1 . h. I1 V. �. �� C ity of i.ukwila 0 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Z Parcel No.: 5476800273 Permit Number: D02 -029 ' o‘ w Address: 4804 S RYAN WY TUKW Issue Date: 05/30/2002 • 6 i Suite No: Permit Expires On: 11/26/2002 0 0 0 N 0 Tenant: W = Name: LABELLARTE RESIDENCE N)._ . Address: 4804 S RYAN WY, TUKWILA, WA w O Owner: . Name: LABELLARTE PAUL Phone: u.. Address: 4819 49 AV SW, SEATTLE • I ui Contact Person: Z H . Name: MARK TRAVERS Phone: 206 - 763 -8496 I- 0 Address: 2315 E PIKE ST, SEATTLE, WA w W 2 D . Contractor: 0 � `. Name: COLUMBIA BUILDERS INC Phone: 206 938 -2637 p F-- Address: 4819 49TH AVENUE SW, SEATTLE, WA ..... W Contractor License No: COLUMBI033LL Expiration Date: 05/22/2003 H t) , u- ~O. DESCRIPTION OF WORK: Z CONSTRUCTION OF A NEW 1,905 SQ FT SINGLE FAMILY RESIDENCE, 757 SQ FT ATTACHED GARAGE AND 96 SQ FT U N UNCOVERED DECK AREA. H`• PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER AND Z 3/4" PERMANENT WATER METER. Value of Construction: $191,482.24 Fees Collected: $2,984.77 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 { °a ; Flood Control Zone: N r .s ,, x �, . Hauling: N Start Time End Time: Y • y' ' a rt 1P -fi: Land Altering: Y Volumes: Cut 40 c.y. Fill 40 c.y. • K 1 Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: , Sanitary Side Sewer: Y t , � Sewer Main Extension: N Private: N Public: N }..A. Storm Drainage: Y YK' t1,, Street Use: N ° i Water Main Extension: N Private: N Public: NI Water Meter: ' doc: Devperm D02 -029 Printed: 05 -30 -2002 ' Rai i . •• '- -Jf4Aa `- `aaSJ'. A".M : w fn'I» r.-N "vrt.�i.i. erY 4.21. iW.h OnY' 44'+ switV. Y[ yt!. MM�r4Mpa:' MMNrif F: fJtu.: Yk{. ++mtM ^I .1'. ........ol:U.:.tu'u:dci.`iA:� '•'. " d11.`li:1T.iG141i:kdaUV:.` {G.k'..:':.Sliik. UI++$v iY" • �3 C ity of lukwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 � Z Permit Center Authorized Signature: � Date: �'�(dit .�.. Z � 2 I hereby certify that I have read and examined is permit and know the same to be true and correct. All provisions of law and • 6 J ordinances governing this work will be complied with, whether specified herein or not. U 0 No cn w The granting - is p- :'oes not presume to give authority to violate or cancel the provisions of any other state or local laws 11.1 H regulating ccnstruc - , erformance of work. I am authorized to sign and obtain this development permit. • U p Signature: 1 Date: 5 " � ` uj O g J Print Name: / zi L�La2 I— 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 i suspended or abandoned for a period of 180 days from the last inspection. Z O I O - . I . U 1— • w w �.. U _o Z : U u) i =s i. o Z lI . I- i � i • • i l ' r $1 4. . N• t'.{ { 5S11 1 i" `fir.' E ; 1 � L ��• 1tl doc: Devperm D02 -029 Printed: 05 -30 -2002 AM.fW Mb4511M6M1UC5HM}; kf1RP10bl �} Il Mkk' MW +MnINrwak++lAW+MmsaNMWrrH'�^✓M Mrarr,'t?wK+= bra* aM. s., r.. 5wc.. rv.. ru> anwv4rwwaw�Yfafi. n t i , 1 ' ; Cit of T ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z 1 Z w Parcel No.: 5476800273 Permit Number: X02 -029 Address: 4804 S RYAN WY TUKW Status: ISSUED . 6 D Suite No: Applied Date: 01/29/2002 Tenant: LABELLARTE RESIDENCE Issue Date: 05/30/2002 N 0 w= J 1- 1: ** *BUILDING DEPARTMENT * ** N w wO 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by g 5 that agency, including all gas u_ piping (296- 4722). • LO 0 .. 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be H w inspected by that agency Z H (206- 835- 1111). H O 5: All mechanical work shall be under separate permit issued by the City of Tukwila. w w 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These ? o documents are to be 0 N maintained and available until final inspection approval is granted. (31— 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. w w . Documents shall bear the seal and H U signature of a Washington State Professional Engineer. - ~ O 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification iii Z showing the fire performance . V N rating thereof. �Z-- 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as Z 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. I ' 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 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: Contact the Public Works Division to obtain inspections of the water and sewer connections or disconnections prior to cover (433- 0179). ,liw.;- ,,,,. 15: Manufacturers installation instructions required on site for the building inspectors review. r `' 11 construction noise to be in com Tian e with Cha ter 8.22 of the Cit of Tukwila Munici al Code. A co can be obtained at I,, 16:A p P Y p pY .ir City Hall in the office of the i W, 3bt . City Clerk. ii i '� ;) 17: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code ;• ' " pAWTat and the Washington State i a ' "`t Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. tips :' ^: 18: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. f 19: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). i �!! 20: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). �zs.`s:!i�? °� 21: ** *PUBLIC WORKS DEPARTMENT * ** '' a-0 0 , doc: Conditions D02 -029 Printed: 05 -30 -2002' c, r :. { u aylitpr op*ftwornwAn mo x bsommovolotor rdziw. �•:nM ,,,,,,,...+, —,, kY{tbt'.- „,,,t}rtr+.;•vtt„r- ,,r «r,.,. -- ,,- ..,•s „o wry.. +04vvey ,!v;o eliVON*31! 1 iNl) 1 • �~`�� w f4' �� � City of Tukwila t Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 22: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 Z hours in advance. All inspection requests for utility work must also be made 24 hours in advance. ~ oc Ui Contractor shall construct rockery per CITY OF TUKWILA • 6 = DETAIL RS-5. 4-FT MAX ROCKERY HEIGHT IS ALLOWED. U O ` 23: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be , to 0 I al underground from the point of w = connection on the pole to the house. H 24: Any material spilled onto any street shall be cleaned up immediately. U) p 2 Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into 2 2 existing drainage facilities. g 5 26: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and u_ prior to the Final Inspection. ' = a 27: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or I— _ more and will be unworked for ? F—' greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. z O Covered material must be w stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and v n following storms. co 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All ci 28: From May g p P p Y p Y• O H disturbed areas of the site shall be w w permanently stabilized prior to final construction approval. 1 U 29: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of CUT and 40 cubic yards of FILL. If the final quantity -!- ~O, j exceeds this amount, the LLj Z developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. U w I 30: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be F-' F a maximum of 15 %. Turning radii Z shall be a minimum of 5'. 31: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 32: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating co ction or - . -rformance of work. €. 4-,✓ l �•1� D ate: S v- v '.` C Signature: K ,, . t :=a -) , 3: l : 4 Print Name: btu c-_ L4 L,Q7 r. t : �5 , .,,.,:„:‘el-s.,4.1 , i , „. , 1 ila 0005 . q . !,.:. mttidit., doc: Conditions D02 -029 Printed: 05-30-2002 , . ~;:'./ :R,i'. .. .. ... .... rtA.: dLLalrl :Lir:J.[+.]...3.:J1JY'iit . "`V.'+GdYGaiu+N...•. '.e2iYSH:MkV: .v:J :....likw4W (.',+u4f h: kF' • Y'W*x 4.iaw xJ r r.....+. ..n. n . n...... a.. r .W .. rrn.a ✓r +wfsvrmu✓.»t'.+J• v.Qrh•M�.V9'Awri!+.tMaNfI J.YJ.'IJ.tP' "M'4k'M1 ° 7UJ4 A"!f1 _ • a •* kits. Ci ty of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION z Parcel No.: 5476800273 Permit Number: X02 -029 , = i-� Address: 4804 S RYAN WY TUKW Issue Date: 05/30/2002 . I.- w Suite No: Permit Expires On: 11/26/2002 • 6 j U U DESCRIPTION OF WORK: , N O p CONSTRUCTION OF A NEW 1,905 SQ FT SINGLE FAMILY RESIDENCE, 757 SQ FT ATTACHED GARAGE AND 96 SQ FT w W; UNCOVERED DECK AREA. .. F. . PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER AND to 3/4" PERMANENT W O WATER METER. g J ? . . D a 1 YIN Meter #1 Meter #2 Meter #3 H W i-- O } i Water Meter Size: 75 0 0 W W . Quantity: 1 0 0 2 D : Water Meter Type: PERM U co O 0 H Work Order Number: 5204CO2 W W , Connection Fee: Y $60.00 $0.00 $0.00 H U Install Deposit: Y $250.00 $0.00 $0.00 u.. 0: Additional Install Deposit: $0.00 $0.00 $0.00 z Plan Check: Y $10.00 $0.00 $0.00 V co Inspection Fee: Y $15.00 $0.00 $0.00 F. y` ,. Turn On Fee: . Y $25.00 $0.00 $0.00 Z Special Assessment: $0.00 $0.00 $0.00 Other Fee: $0.00 $0.00 $0.00 . Total Fee: $360.00 $0.00 $0.00 1 • Total Water Fees: $360.00 • 7 kliffiji L OZ ilajil,', r41 k 4 T doc: Miscperm D02 -029 Printed: 06 -03- 2002' "rn'• pm entimmam 1J!„,.. d rfaY.YTrAww aK+�M+':fi•lkM6a..xvuWheAAM4yx ...___ Mf......,„iMikM ..,..., r � # 11 . "'•w y CITY OF TU °WILA • R STAFF USP. ONLY 4 -,b1.'--.) 1 g Permit Center Project Number: vi ,, X X 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 Do3- oaq fia (206) 431 -3670 Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: 5 , r p_ .� 1 � / C g I - ! ,� I Valu of Construction: K ) V f 1 W I Site Add ess: i re/ZiP: Tax arc l ber: OZI Property Ow er: t/V� / 7 n vl I Phone: 9,06 , 16 - Street Address: I 'q d4 .$ bw City State 9 ip: Fax #: Contractor: QWN 46 W/v l ICI Phone: Street Address: City State /Zip: Fax #: Architect: t ripi _I k s / rpm/ '' J1, Phone: W 6 -q‘? i . '.6 Street Address: , 23f- t • p ) fi 1 _ City State / i Fax #: f ► vr sit.--mi. � A,-A-- A,-A-- qEi 6-b # 206 — 328- 323 Engineer: Phone: Street Address: City State /Zip: Fax #: Q �Z Contact Person: , T 08A1--S Phone: n„/ 4/3 64% LIJ Street Address: cc �nn ^it P /JJi Fax #: (�/(� b q u1 � Z3 t� �� r) Tf -- W y� GZ 20 503g cn 0 cn w Description of work to be done: �/ l �T W H s e., o� -./‹ i sr V7( /ol co u_ w0 Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* J CI Remodel /Addition to Accessory Structure ❑ Garage(s) 2 d ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof H W Z F- Is this site served by: PCSewer ❑ Septic (King County Health Dept. approval required - 296 -4722) t_ p ZI— Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) W w sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U p CO Proposed New Square Footage: / f Ds sq. ft. Dwelling sq. ft. Covered Deck(s) 0 - q _ sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 9 (D sq. ft. Uncovered Deck W w Floor Area Ratio: (total floor area of all structures divided by the area of the lot) �.. 9 7 O *For an Accessory dwelling, provide the following: til Z Lot area Floor area of principal dwelling Floor area of accessory dwelling 2 2 ~ H * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z I APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) # #: Size(s): ` ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- i ��; 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- ! — building may applicant u p ire b Y limitation. The 9 official Y extend the time for action b Y the PP � licant for a period not exceeding 180 upon days Y P written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall ; �' =' 1 be extended more than once. r. Date application accepted: Date application expires: Application taken by: (initials) i _ ,4111111 Alia l ' PLEASE SIGN BACK OF APPLICATION FORM l:�, j SFPI:RMIT.DOC 2/13/97 ri ,..... .:.+.'w,! •'•J w'�+ rot° 7RC+* �af±' Cxr' S': L` aYCR 't«2t`.-- ..,,.........�., ..,..,, .....,. .,....__.__ .. ... ... .... ...... .........•...,. .,_.,..,. �....,... „, ...... ._ + c _ ► ' - • + . • - r , • • . • + r t • - - I : • r • "IT THE FOLIO IN 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. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, Q downspouts and foundation drains, and where drains tie -in. , _ ~ 7. Parking plan. I w Ce 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. v0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. co o 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). -' 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the w O high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). c a ❑ ❑ Foundation plan and details _ ❑ ❑ Floor plan Z ❑ ❑ Roof plan W O El Building elevations (all views) o ❑ ❑ Building height o cn ❑ ❑ Building cross - section a ~ ❑ ❑ Structural framing plans and details necessary to completely describe construction v ❑ 171 Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available O Z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, 01— Variance, Shoreline or Tree Permit). Z • ❑ ❑ 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 ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, o; p ,nttactor licensed c 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. ■ was I HEREBY CERTIFY THAT :.NA READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF I' PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: 1 aft' i∎ Signature: Date: �? vas Print name: Phone: Fax #: lL,• �J . y, • Q E. Address: City /State /Zip: ),,,„,t SPPERMIT.DOC 2/13/97 � . i• laub' 41111■ aft ". 'L"& � d�eMO!Mrerw'+.'wti wr.., rx' aa•. eaSeYRnP} p80MFt�1S�', fWMx11pWL:'pE9M•k!M4�t'i114R'' tSTCf`'7t F15�33R3.4+n/Nrm wa.r. r,.. r- .,....ti....,.. ... ..�, «• ,., r, xrr�a" r::. oy.,:. y,,.,•raxamr• .,•nr....ns.v:s, & .tit Lai T ukw il a ;� City of 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT ' _~ • � . J U Q Parcel No.: 5473800280 Permit Number: D02 -029 U O `• Address: Status: PENDING Suite No: Applied Date: 01/29/2002 W I: Applicant: CBI - LOT D Issue Date: rn I W O 2 �. j . Receipt No.: • R020000113 Payment Amou 791 .54 g Q N D `. I Initials: KAS Payment Date: 01/29/2002 11:34 AM FZ- d User ID: 1684 Balance: $1,222.25 = 3 Z 1— ' Z 0 I Payee: COLUMBIA BUILDERS INC W u! ' D O 1. TRANSACTION LIST: o H- l' Type Method Description = IlJ. l Amount I-9 I--:. i _ Payment Check 4670 791.54 lL Z U c' } 0I '' ACCOUNT ITEM LIST: { Description Account Code . '. Current Pints } PLAN CHECK - RES 000/345.830 791.54 Total: 791.54 I ; i ; ''``` , :: ; El ' i J , s 102 01/30 9716 TO'1 "hL 15013.08 f ak. doc: Receipt Printed: 01 -29 -2002 r"..!; Fi:<, • 1 t : ' a Ar.ci A r�. C o f Z kwi • . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT r Z re Lu, 6_ . Parcel No.: 5476800273 Permit Number: D02 -029 U O Address: 4804 S RYAN WY TUKW Status: APPROVED N 0 Suite No: Applied Date: 01/29/2002 U Z Applicant: LABELIARTE RESIDENCE Issue Date: N w 0 Receipt No.: R020000720 Payment Amount: 2,193.23 • Q Initials: SKS Payment Date: 05/30/2002 01:49 PM = 0 User ID: 1165 Balance: $0.00 1- _ Z 1--. F— 0 Z I— Payee: COLUMBIA BUILDERS D a 0 • O -' TRANSACTION LIST: 0 H Type Method Description = 0, Amount H' U H O Payment Check 4606 2,193.23 till 0 w' i _` o I-•' ' i ACCOUNT ITEM LIST: Description Account Code • Current Pints BUILDING - RES 000/322.100 1,508.95 INSP FEE - SME /SSS 402/342.400 20.00 INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 15.00 LAND ALTERING PERMIT FEE 000/322.100 37.00 LAND ALTERING PLAN CHECK 000/345.830 23.50 PLAN CHECK - RES 000/345.830 189.28 • I PLAN CHECK - UTILITY 000/345.830 20.00 i PLAN CHECK - WATER METER 000/345.830 10.00 0 STATE BUILDING SURCHARGE 000/386.904 4.50 - WATER CONNECTION 401/388.102 60.00 7 5 ` WATER INSPECTION FEE 401/342.400 15.00 401/386.520 � v! r:,,,Y, WATER INSTALLATION (DEP) / 250.00 ,',V74.16,•011 WATER TURN -ON FEE 401/343.405 25.00 „u Total: 2,193.23 v“ , , 1 . y ; 1 r . 000. � r� r 0 i r•• (. r r , .. f. �'_r .. F �1�� ,Y'^ � .. .. 0000 ._ � � ... ! . doc: Receipt Printed: 05 -30 -2002 <, 04 0 PERMIT NO.: O - O 2 9 , TENANT NAME: C---1. La'} .1 BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status Z 10001 No changes will be made to the plans unless approved ❑ 2 Pre - construction by the Engineer and the Tukwila Building Division . ❑ 3 Investigation ZI. 10002 Plumbing permits shall be obtained through King Co 4 OK to Occupy 10003 ........ Electrical permits obtained through L & I • S 5 Remove Stop Work Order .� 10004 All mechanical work shall be under separate permit z . 0 6 Follow -up 10005 All permits, insp records & approved plans available , 1 F= • ❑ 7 Pre-Move Inspection 10006 All structural concrete shall be special inspected 1— Z 10007 All structural welding shall be done by certified tu CI 50 WSEC Residential ❑ g y WABO certi 0 60 WA Ventilation/Indoor AQC inspector • 6 U ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected 0 0 0 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected to 0 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila W W ❑ 90 Resteel Building Division J H Q 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report Cl) u„ I 100 Foundation Footings ❑ 10012 Any new ceiling grid and light fixture installation w O 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid 2 0 250 Foundation Insulation 10014 Readily accessible access to roof mounted equipment g 5 X 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 W d 4 00 Shear Wall Nailing ❑ 10017 Subgrade preparation including drainage, excavation = W 450 Plywood Wall Sheathing ❑ 10018 A statement from the roofing contractor verifying fire I 500 Roof Sheathing Nailing retardant class of roof O 525 Plywood Deck Nailing X 10019 All construction to be done in conformance w /approved Z F- 550 Exterior Wall Sheathing plans j 600 Masonry Chimney ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 0 u) 700 Framing ❑ 10021 All food preparation establishments must have King Co 0 750 Roof/Ceiling Insulation 0 10022 Fire retardant treated wood shall have flame spread of 0 F= 800 Floor Insulation 10023 Notify Building Division prior to placing any concrete 2 W 801 Wall Insulation 0 10024 All spray applied fireproofing shall be special inspected F- 8 P. 02 Exterior Roof Insulation 21 10025 All wood to remain in placed concrete shall be treated t!- O 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected Z 815 Lighting and Controls 10027 Validity of Permit U Q .EL 900 Suspended Ceiling Q 10028 Rack storage requires separate permit H H 1000 Interior Wallboard Fastening 0 DO 1001 Exterior Wallboard Fastening Nr. 10030 No occupancy of building until final insp by Bldg Div Z .. ❑ 1110 Pre -Move Inspection ❑ 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 ! • ❑ 1400 Final -Fire compliance with King Co Health Dept. 1 f 1700 Final- Building 10035 Contact PW Div to obtain imp for water /sewer connect 1900 Final- Reroof 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit [] 4000 Special- Concrete E] 10038 A C of 0 will be required for this permit 0 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all TI w /in the limits of the SC Mall 0 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 :F t; 1004 2........Fuel burning appliances ❑ 4006 Special-Structural Masonry 10043........ Appliances, which r w generate 1 r ❑ 4007 Special - Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill 10044........Water heater shall be anchored . `"t , ;r ' ❑ 4009 Special -Spray Fireproofing 10045... Reroof .' !'1 ❑ 4010 Special - Piling, Piers, Caissons ❑ Anchoring ;All new construct and substantial ar: '„ t 4 ❑ 4011 Special- Shotcrete improvement shall be anchored to prevent flotation" ` ❑ 4012 Special - Grading, Excav /Fill ,K ❑ 4013 Special- Retaining Wall n } 4 , . ❑ 4014 Special - Panels Plan Reviewer w D a t e: � z D -d t , ' . f ❑ 4015 Special -Smoke Control System /� ,' ' I , ____1(4.1._ Permit Tech: Date: b G� til , : ' .ces kailitle . .. �, . . ..... r., t.. ._y. ............._ ... w.utr YW `M #t.. . n•yr -•p w1a.' wv..'. 4 `...'try"'' 1 "'.' t; `th;«tayer+x.ava+i:e rn.,I ?.' tM�:n ^xt n+.o; + evn^., nmh K. q.,k w.. u.•..,.....,r oK...,.._..•«,. u.. , ..a. ,, . ^✓.r:;.- , 7.r.x..ex..s ,mrt.n.j - s _ — >tA i • Z . • , • i 1— ,.... Z • w - 6 n -...iii.. : '''':':;:' :-------, : ,. - -. --,-,---,----,---,...-,—..----- __I C.) O 0 U) C 1 J__ . INSPECTION RECORD ,,e IJJ i -J 1.... u. i Retain a copy with permit CO INSPECTION NO. PERMIT N i . w 0 , CITY OF TUKWILA BUILDING DIVISION ' ■ g 5 ! , 6300 Southcenter Blvd., #11 WA 981 88 (206 431- • 70 u. < I tojectl / ,:i Type of inspec49, CO D otoe I a4.1P ke.„2044-..c I a I— 11 -I Add ress: Date alled: ..,p i . I Z I.- " gyat4 toy, , - 7 11 03 . 1— 0 Spe ia Instr ctions: ['ate Wanted: ...., j a.m. Z I— 3/ if...3 eft : w uj 2 n Requester:1) ) D C) • hfikaAk : 0 .0 52 , Phvne No: —\ • ,C3 I— ILI u j : • 2.o c., 1'..3g - 437 , i 0 0 roved per applicable codes. Corrections required prior to approval. Dr , 1- I= 9- z ' COMMENTS: 0 u) VA- r e e e I v rt \-e Z , COV\4 rac A — 0 . pp CoVe 1 , : .' e'eiLc. -- 1-NNSVIC4 - 4 In" — / . 1 . \ VIA I Kr ` CO WI I P Le - 1 - C. — of i fy ir 01 / 9 01 t : 1 . Ftv,,,,,-- <3,,w,, i Cn w e ol-e f-c_ _ 1 , 0 2— 4 0 pool riff; ;Vat& I Inspectotc3 t . Date: , 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • ak'',4.44t; paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Receipt No.: ., Date: , Etza i ...., -. SE(Onalk .1... , • r • z . 1 }3i:": 5 .i�... 0O Y i:'. CO 0 . ""''� INSPECTION. RECORD O w J = i Retain a copy with permit ^ co LL INSPECTION NO. PERMIT NO. w 0 '- CITY. OF TUKWILA BUILDING DIVISION g W. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 LL, Q ki:,..ts...\\ D ' ;'• Pro' Type of Inspection: N 0 : �. : . . a -t2J11 r : {' Addres Date called: Z I ,'' 1 3 : . ` Special. instructions: Date wanted a.m. z I— W W Requester: pal p � 0 O cn . ji-;• : Phone: u r f H : =U in'` 0 Approved per applicable codes. Corrections required prior to approval. �- 0 om , t + ' `'- OMMENTS: W Z "L- ' i i it) - - - PL) 41 / 4 -6- 9 , ...,,,.. t ol)-4-1-11. -, , 1 //11 /off . __ 5 LA_ti'` k I / D ) 7 S ' ' , / s 4j(( , . , I r (c (oli tI' t a rah. is n, (, V 1 72 i/ - 4 AA ) kAPJ•-"N. •lztr� . H Inspector Ai Date: ,,v . b ,!,,' 1 43 ri° Li $47:00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid .l' 7R±t '; k= ' ' at,6300:Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Se rt..4 C: k4vuxidraLI.{ D, aw tc:. rv: FtiteNdn:ttP✓dpi.b;ti.VF ,tat "� :,&r �. h,rwIt.;4% Z . F=— W CC I 0 O INSPECTION RECORD _ 0 ° al . Retain a copy with permit Do + -J I- INSPECTION NO. PERMIT NO. N u_ CITY OF TUKWILA BUILDING DIVISION w o 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro*.-ct• Type of Inspection: U Q A • . • ess !1 Date Called: 1- W —1 l ( ti ',r `) Z • t Special In ructions: Date Wanted: a.m. 1— p 1 / p.m. W 1-- Requester: �� y� ��j a '- 2 W I . 1C'' Phone No: Q w CI H = W F ❑ Approved per applicable codes. 0 Corrections required prior to approval. 1 0 ` COMMENTS: LL- o f U = 1 l /) 4 L' ...1 � 4 c o n ,c LtM.. Z i .fi C e. At,. f ., 1 civ9-4-A* i) SAAA,PLick., &DLL , I f 5b l /1L(v5 S i b - tk i d - .,.. j .. ( l t C ,1,-, ,cA_titi, dLlam'L usct,d _• (C /140--ti b.S . . Q Cz SE C ��:. t 6 ` ij 4a t�f I 1 Inspector: k j Date: , J '-i ( U, . , , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be l,4" paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' "f Receipt No.. Date: ' y , p , a . i x .. ,... ..,,,,4i,,,,,z, t..1;4 "s+ ,,hat3xrvt.x..,,,. ?,, ,s. , T. - , 1 Z • < • I I - Z UJ CC is 6 5 se.„ ,,,,,_.,,. :: , k .....„.., _1 c..) — , .. . , 0 9_ - . " u) u INSPECTION RECORD NO Ss IN -0,39 9/ ; w i Retain a copy with permit if ---' . PE• I • , u j 0 • CITY OF TUKWILA BUILDING DIVISION -''''.10 ' 2 , • • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2.6)431-3670 g 5 IL. a • Proje t: Type of Insffiectiop: . u)D — 0 La h pi InAte. Lb+ c __ f 0 0 •t ci 1--i al :, Ad §s 14 s Date Called: , I avt) W -..- z 1 ... 1-- o Special Instructions: Date Wanted: Ca.mD C Z I— , ..-. / I ) 0 2. pm. Ill uj 2 D Requester ,,. n 0 1;;;` PaA,G& 0 U) ,':: .:, 0 — Phone No: 0 I— ,206 3 7 1.1.1 uj I 0 r- .,...; , -:- BAPproved per applicable codes. 0 Corrections required prior to approval. ' i Lk' COMMENTS: 1 iii Z 0 -. ;;`:,-.,, 0 -. €.-(1.-‘ 1 ....... ... . .. /..„2 ... — f\ C;?-04.q..0 ; 0 ro 1— ‘:.,, ?; ;. :..... J,.. ,,,... ,-.. . 1- • - ,. c — ,: ,.... ) ,,,.........„. , ,: . ...,-..!.7. , 44;) Vg nspe or: Date: - ' i frMrditl ., -4.41 -- 7,._ 0 — 0 a"."... . • .. , : $47.00 REINSPECTION • REQUIRED. Prig to inspection, fee must be paid at t 300 Southcenter B d., Suite 100. Call to schedule reinspection. . 1-1. , , Receipt No Date: v 4 . i' 'A: ,:'',`;'...'. -;:_;.;: , . ... ,i ..;....-'.4..:.,-,.L. ' •::. , ..' • ' '"..:. '. :', . ,:., ... :. . ,. Xv,0044.14:m41141. Wildii.t ;!..gu, nd.id.i....44.-..ift: , ,,::..:6,40,1;d4;;;N;;1, 4 . .,,,,,,,—.....,,,,............—....--..,—,.., J \N I • Z • % ' • . 14.. Z • ILI re 2 -•,,,..;. ' 1 i • 6 = - ci 8 „ INSPECTION RECORD , , n g , , i o j : i ' ow .,:::•:.'".':' - ‘ 4 \ Retain a copy with permit rt 2 Ofot INSPECTION NO 1 -J E- U) U. • . PE0 T NO. '••.? CITY OF TUKWILA BUILDING DIVISION I . 2 g 171 ;,,• - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 t :. Pro ect: pvt.tip: i 0) L-- 19e ii(o/ 4-e Kesidena Ty f Insection • kika ( 19fr 4 ..... I- ILI d iod Called: i ress: . i , Date I Lig nq C Tkia 0 wr ID 1 n-2_ : z 1 ._ 0,- Special Instructions: Date 1 , ,_ ,,,. ,_ 0 z 10,-z, Wan Vd: / to 2, :Ili: ; , W lit Requefiteri , 2 D: • D CI Phone No: . •0 — CC)1,e — —D(cR) W uj . i ■ I o I- ,-- gi:',: .. 1; MApproved per applicable codes. Corrections required prior to approval. . • ! I- ".: 4!: , < 7 • COMMENTS ,i • ! Z -• ••• -.' ' - : w (0 , U ..1 P I' ., : : 0 1- ' i -. z ,,,.•:" '.. ' , • 1 . . 77:1.74 IANIL tl ,, WIP:Arf 4 , 1 ( „, n i ” fin, •' 7 I , _ -.— ' ''' . Ins Date: ifl -- ?ClA.vv_0.4 1 0' a- a), ..,•4„,• „,..4, • E $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be k::: paid at b300Southcenter Blvd., Suite 100. Call to schedule reinspection. ‘ !, Receipt No.: Date: : ;•• . t':•):1'4,01 . i - Ey v fl i a , , *; .,.:, ,...i.,..,:. - ,,,,- ,.,,,,;„„. -.;.,..?::..,::.,,,,,, • . ,..,.. _ ,, S Z . 1 P .... ' 1 ... Z ILI 4 ' ,... ::, ) : - it '?": • ' , , i - 2 ,,-4. ...,:;.-' . - :1 _.:.- 0 INSPECTION RECORD w (.-. , i .. , s . \ U) CI 1 ',:: . ' ''' Retain a copy with permit .....---/ U co INSPECTION NO PER r CITY OF TUKWILA BUILDING DIVISION s%4 co IL , I :-.4..,:.- •' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (280431-3670 uj 0 2 ,,,,•:::. , , Project.' ( l I Type of Inspection: , g M :_*2::.', . • ' 1-- aliTe I A c r t I u..< ': Address: Date Called: , U) D` :.[ ‘ , i. : •. : ::. : . H g O S --\ intik /&.)N4 1 - 0 21- 1 - 0)- M 1...c.ti Special Instructions: I / Date Wanted: ei 1 Z I 1- 0 Requester: c---- . - Z I-- 1 . UJ al 2 n Phone No: n a .'',t .r,.. , •,• ' • - , . , . , -, - 0 co r per applicable codes. 0 Corrections required prior to approval. Ill w 2 I-- r - C-) ?'),.' COMMENTS: U- — r ( :. ( ) ii; 1-e 5S 0 W T tromi IP\ - owp\--e--e. 6 1 i r - A... ---1 r ) v\ -P 4,- G\ rek f-P6,r 4.0 ( k r , : I , . ! P-.:': 4 a . i ot, .. .51 pc) to %.:nd :: -.-,.:.. - • , ' , . ,, r I t '.. ' ' ' '' .- • •• ,' :,1 k . ,- I . , ' : : • . • ti : - - •' , . 1 ' .1.1 ' • , •,---,-;•,:;,;::, 0-.,-. IS '''',7`• ', r . : 04iir44i tfri:il i - , , : • CD t : Inspector - 3aAeL Date: (-) '7' c,)S - g-) V , „ zek:i.fi .., . • El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • , : 1 paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -,- )11 .... . '.. ,,. Receipt No.: 'Date: '6... t..mit:. ;,'"I'• : .' 0 '44ra,'21i,g4e444soz4i1W4:PAtva,li6c'enfi,W;';iinl'i*&&A., ■ Y , A Z . W • • -I U 0 0 IN RECORD - w = i R etain a copy with permit Do ��'( , � INSPE NO. P • ' T 0. CITY OF TUKWILA BUILDING DIVISIO '' 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g a I 1 Proj ct: T of Inspection: N D ry 1 LeIL.4T S F /2A-r14 /.t1 _ w ' Address: Date Called: , I t ' S. Azet/eA' 9 -- 7. r-o� Z 1 Special Instructions: i Date Wf4P d w O0 : , � - 2 w '. ''' : Itequ ter: a m. D � N Pho a o• :� �, I'. 0C)L-1 r ? k /--ate 7 W 0 t h = w . [• 1Approved per applicable codes. ,, Corrections required prior to approval. - 0 . COMMENT Z � y'G�tnnl U � C Orr�-c tone, row1 re�por � 8 0 I- , .. C nv, A 04-e -.4;) 4.,S ■-Vpw. 41 CO , --, tA ti . PC AV11e(4 , Cl e1 011ei l < i l Op 8. t \c,4 Ci N\A 1 1� .; lk ` r 40\ ct. 1 Oti, ■ Trct ►nn t C~. J' PC i ()Ired , 3 V \o( - v,s0\c‘4- id), : Unrle r IMG 1 r . n (� t. t \CUw (a t p roUPd — bc, -e. 9 voi -- ;- -..- . E , p r0 v r r ' t r. =`' :, ;. l \ l n 3 , o " ,eY `et \\ \ rc( V\oor a .x ':, dr�f 1 .., h ` . 1 , / f 1 Inspector (� O ` Date: � -0 ' . Q 0 . ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, f ee must be } paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t4iIrti 'i Receipt No.: Date: t. + . 'I ..�t}r �7 � J - `. 1 u , ,,;..,.iryp i wR a,,,4 i ..' Sa4it F: 4::, : °' `% .iFYR ,;,z, i . €w y . i ;_, ... f . . : : : . 4*. 10 • its °A,i 4:44:14 n:iF):::,6 mi.3 .4 u . 3,.,6a4. , Z . • ‘ 1 I• ' 1-• Z u.i rG .c , ,..4:-1-.,:. ..,.,.- ' - ..-f :.-•-,- ,J:...,, ... • 6 5 _1 0 0 o cn 0 ' ":',': 'c' ' .•"- - q INSPECTION RECORD , ,";--.'..... 1 Retain a copy with permit 110 - 0:) I \ ' W I .-I ' ‘,..:. . INSPECTION NO • ei I i Ili NO. CD u_ CITY OF TUKWILA BUILDING DIVISION I • • ' 0 i 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 2 . § 1".I' •' ' Project: Type of Inspection: u) — CI Address: • ..... Date Called: 1 , --) . VJ 1 Date Wanted: 1— , p , . . Speci instructions: . 1 ( 4 -- 1 g 6 )-N (1 5-,-- • ! . . . t • : . . . - - - - • . • ' Requester: ! Ill iii 2 m '...; , - : - : C I S 0 • .--:"- (..) . Phone No: ; CO — • 0 1-- — .. • - - tu I tu -• , - . ‘, Approved per applicable codes. go" El Corrections required prior to approval. , f. 0 I— ?- I— L I" 1.. 's ' ' -:;. COMMENTS: u). f .., ' C 9 (.1 Ici? t tec 0 prOkIrd 1 1 o P I „ :',;•.- - ' . z . , il '1 - • . \- 1\ ' 0 d -- \)Pce 00 I i nr - 0 o rOv-to \i On .1 , I i I "I i .;. ,.., ... . , , . I .....,:'• „. , • i '::,-.; i I. RNIL r"1 I ' VI1I: 1 , q;t1.11 ; . 1 :-. • I ^: 1 1 ft . , o' ■ ;1 Z.A,.. ' "Nr” ''' • '.:: 1. 1 -''' Inspectorc 2" ... 349 Date :_ _ ..11 (Q $47 FEE REQUIRED. Prior to inspection, fee must be , .1 • Ej • 00 REIN nspecon, paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0:04, Receipt No.: Date: - ,,,„„,;;:„..,....::,:, ...:.,,.,,,,,„,„,,,..,,,,,,,,,..,,,,,,.; 4 7:' ,, 1 ' '.,!':..' '-- J '. .- ' ' 4 ' ' ' ' 4 ' '-- ' 4" ' - ' ." hY 4 1 '4',46.,,.' iA',..W ,01,;4',:iWiVrlii Z . • Z • iii /- ' . J V fNSPECTIO■ RECORD TV ,, o"� _ r w fr _ Retain a copy with permit a c l -J F- INSPECTION NO P' • IT N0. ; CO V_ :L : :: ; . : CITY OF TUKWILA BUILDING DIVISION T� 40 # 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Q J ,,•;_ ;, Pr je t: Type of Inspection: LL Q x; • : L 4a911T :�� 5 A d s r/2AAl X06 CL2/,U(C44 `� d 'w; : .'.' D ate Iled: H W r pecial Instructions: Date me : _ .m Z O — 1� 0.--- p•m• 1 W ReP At'I L r: W o U P one No: �.-. O N ...10G ) 1 - i - „..) .,_ , ,. • .••,- .. .,:,..:•:: . ..: • :,. _ ,.,..•,,;• •,. _ • El Approved per applicable codes. 13Corrections required prior to approval. ,_;._ r ; - O . COMMENTS: t J W Z ,; : l.) .. Irat,U s rr:oQ Y1\ cAa I v r ( ` ` :...�; CA tnc h•r)r \Do 1- S ',A1: 4kt �:I ' �� �i'�P f':nI $.,.., F' . 2) . s O v St,J,2 SC.J 3 i S L) L ---k:„ : � ' ��� i'r�i S G� Y\ - er s c4 �; trn4S C n v �: ; u);v, -4-- \Do - Novi., '' 1 ∎:1 c b16t- -�vucc 4 9c 1 l-Q () Q*. C` 1 :. ; h i 5 t i • (0.) ".o r v- I4 l r A ( c rep rr) Uct . 7 � S �,+� of$ . 1 � a„ r .�\ f or w, a+ -P 1i1``I r- ( 1 :7- , r `Q te a' r N �'c i - �t ov Yon w 7 t, t i:. f T ED Inspector. Date: , 13 $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i< '" ry, paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { A' {2 • . Receipt No Date: ' • 5 v t . ik0418 bA afk'MlAif 0,jam °mM1cda`eit& -:',' ''''`',:.• . • - -':' ,- t _ . - t r Ai'. ( �i .a l� w. - ) 4��L ��� ,• � • - } .'i�: elf v'!'ro4'N.fM1if'};f��Y�: ^ flYF�+' Y�.: �St�. 1�Hi' N. S' K .CS'^.R��'ilV�il.�r:�lYiY3}1b ; \ Z . I- I_ W Q J 1 00 %' U) CO W INSPECTION RECORD 1)0 ui F r '" Retain a copy with permit W p INSPECTI NNO. Pi N.. / r CITY OF TUKWILA BUILDING DIVISION f *�' ( 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)431 -3670 u. < f P Tye f Inspection: _ cn d A h e a v k �siipprk r Pei r ( i ( 1-- _ +� Address: Date Cal d: Z . :t , - f i . /'D , 5' /,f/h /nor �7 0 Zo Special Instructions: Date Wanted a.m. 1112 W l e g o D D 0 Requester: V N J CC yhei o i- Phone o al r I/(f/ / 3 W V Approved per applicable codes. Corrections required prior to approval. Z t. COMMENTS: U CO 0_ Z F- . f M, tx` i ■ Inspect r: D #�' l 4 , ( wt.. a - 9 , p �"" �..�. ors • .,dr $4 .00 REINSPECTIO EE REQUIRED. P r' r t o inspection, fee must be • : id at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. ° eipt No.: Date: $, a1. '''�d,� �,�.. {e ; . , e .° �.` �:: ilS��c�r�! �, �11r?.,' tyk+ ikN1? iksY�Vs' eY, �3iaP ,�iiuirY�:?�u;l�l�JSd l ' s` �i', a: �: i. �•}, 3r.... ilt•,' �ne�' c7w'<.".'. 9::2'.^1�S'+.�YJ.r:w°�MT ?C... MA ;n'"'1^. „e ,, ' '' NK..;.-. irc...... K: a. Yn ..:knds,:.le , z . , 1 • i- 6 re , • 6 5 . _I o . . 00 co 0 INSPECTION RECORD W al Retain a copy with permit 0,c2 . i.0 0 u_I INS E ION NO. PER MZ I / • u j 0 1 CITY OF TUKWILA BUILDING DIVISION "Tf - 2 ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 1 1 Pr Ject: / Ty 9f3 of Innectiom D ;/ k 1 i/ IC- Pesideria nyvyt 3hictIA:ty ( —ci Dat ati• • i Rt digb4 S , eiki tur V 7 /0D, , x z 1 .. i i Special Instructions: i Date V2ntitl. I Qr . ri., •' I— 0 1 z 1- ) 11.1 Lu f • Re !: queste j, 2 D i O E n - Phon ... 1 3 111 u j : I 0 1 0 . Approved per applicable codes. Corrections required prior to approval. i— ., - L 0 i COMMENTS: •, w W . . • . 0 I= 1 1 \\,....... ,. I-- 0 Z -i i - ; . ..._.... . L, I ,. k .,, I . i , - . ,11ZIT,Oce...71: 1 , grg 1 , f . ' ' SnikA i,.: r•C 3 • , Akio i , , A '), 111111111ispect a r: Date i: b ili.v.......1_-...... 2 - 7 c , • ,-.1.- .. $47.00 REINSPE 1 ION FEE REQUIRED. Pr or to inspection, fee must be paid at 6300 Sout center Blvd., Suite 10.. Call to schedule reinspection. . ti !!,. e i ceipt No Date: 1 'ettlf4 . . - :•Y :,.:-"t'i't.-..ttv,ko ..- ,,,,—:--,.. ,..,"1,,,;s....ks,-,4...44.-04,..$34,:a.4t.,..;,104,A.4.-.4.r.a&;.4:4;iwAw..ger,,,,.a Z . 1 • ,1.- Z rt w ;••, - :' - '7 , " - .. - - -,- r -,- -i • - • ! " : • • , - • , , ,. r . 2 • 6 D -J 0 0 0 /11 , . 0 ° • • • i . .. i 4. v . ' 1 : ' • ' • INSPECTION RECORD Do tp . U) IIJ II.J i p, 0 Retain a copy with permit 1 -J i- t ..., „ INSPECTION NO PER ) k'.. ..,_.. 0 11.1 1.' CITY OF TUKWILA BUILDING DIVISION '-CI ,:•:,, . 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 1. • g . :I Prolect: b . , / [ Tym of Innectioir 4., u) D — a /.......e,e / K -lc. Pes. t /1 ,)17 ea 1 h i k:.: i x rt : ' 14 Address 4 I Date CAle4. .37 / ' I- 111 215: /j(tin A D//c2 ii I. Z F.- i , ? .. ; .. • Special Instruction / Date a ■,X971.54. • - Request Ill uj i 2 D C., 1 • D 0 t : ! 0 co Phone No: ... , , 0 — 20tp - es • 0 I- Ill u j I I a ''. E per applicable codes. Corrections required prior to approval. ' 1- 1 er.. : - L I 0 Z 5.*: COMMENTS: 3 , 0 — g ;,,: ' . 1/4D+■•UCA•Lh( CA ,r utc4.4; al s Vin-1- , , 0 , , z ' ' • OY ,. ?:0/) , l . (k si-k . ---- Ipa(e , Q too, 4.a v: • ' • • f f </ C k ' • Arlk4 1Vc raw+ \ , i -...,_ ■ 5 1 r -,...j 1 , ( -4 , v 1,:; ••• . • • , ' • '\ 0 I A ‘.0 1.1 ci t e . 11 ? ow i .0 „, , p::: V :: r ' s ' A 4-, - . I ' . ):: , ' ■III A 1 ' — OL 0 A ° a a--- . 1 1 ''-`,. • t oil port r(r)-0 -P41 I v. e ,it i ,, Vk ( t I C ' " , - L. ..?=-4.-mv , k, Ulla ; :,, ` ii, '' 4 , ..• r • ,,.. t .. i■ 7 ; t ., . Inspector c 4 Q /0,.. Date: , :, •i■ gAti , ii,...,, : ri $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , I 4 011,7k ' " --1 paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , 3 Receipt No Date: 4 t ' • lap _ _,,i . Naler *ti:t.14 1 iteaii , .. ,.. ivie ,',. !: ,-- r .,-4t .. ,-,',n•-,,, e xa, o.i," •, ' •',.-.".••,, -... •:-• ', , r r , :nt. l'''''' ''' ' - ,...' : .: r '..::°;,. • ', . !: t : ' it4^..V6'44,V4. *$44.4' git;u ribtk .....■ • • Z . . 1Z. ' r‘ 111 I ,; yhf 0o. I 1 I i r (0 o . I NSPECTION RECORD 1 -n a �rt . - Retain a copy with permit W O INSPECTION NO. / PERMIT NO. 2 �. CITY OF TUKWILA BUILDING DIVISION r I. g J 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u_ Q • Projecj: TYpe,ofp n: ;, _ Address: Date called: Z '- 80 S ycr� LUc�, 7 _ a9 - 0� z 0 W es Special instructions: Date wanted: a. m. LLt 7-30-0.2 p.m. D , � U � Requespi Lta co O 1 off PhoneO - 3 G 7 r = U . �' 3 I- 0 Approved per applicable codes. Corrections required prior to approval. — Z W COMMENTS: U N 0 l . -P v .s. hr r 9 v r��'� l z :z fr -,') h a-k c » , I e ,. , . , S S I 1 1 l \O`i rn; ill (I ''-0 • `2. i 0 1 i�- 4: Suh )v- r hraYC r , 4 r� it a- S t R V) o � r rk ' -\ - c) r V'rd (., Seic -Q. , • i' • g', ', j i �,M ' 5 1 I 1 1- Inspector: Date: I 1. 4 . 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid j ? I at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. ,..4r. . • Receipt No: r Date: r• . '. ' J C. 1. 40:. i∎f ici.. Oi•. e,. h n3 ,.T> 4r; - t, P0. ; ,w4,11.1•* .F..N+w.+' !mow. 4't#\.s. ;b_.`.4 .T,:q2t..:.`aA}t.?tha:waaliyrn;'". . ' . ?. . 1411 A, , .k t . 1 $`.,1. n , : N; •e9 "Y: v: t A i1:iC�t.�1..u- sli�$i: &= :I�.t: x�ciiros:i. eilen uS;�i.2�k'�F,uf iril+� +xti k_ "s'4, n:�' I , , . , ' ' 4 -- • 1 , , Z • 1— Z re Ili . 2 :}A*.f.';. -77:7717:77741.-4,;:;.--,:':-..1fs,177:772,7777,7.77,_77.77,7747F.7.-77,7,77.7-77,77777,77,.:7---,-',7, 6 D -.1 C..) 00 ,,,:,.:;,-,:,..,... .. ! •,- . • • , U) 0 t ,, . INSPECTION RECORD r-, .t..._ 1 ,, V 14,--L71 to - .--z , . z'..:A-. • ' ' Retain a copy with permit : ;. i L1.1 . . 1 PRMIT NO. .,:; ,, INSPECTION NO. N , ?1 1 : , CO ii_ i , 1 ' 1.. CITY OF TUKWILA BUILDING DIVISI N , 4- ' , 4, ■ ' ,•Z ,. ,' 0 .... 2 6300 Southcenter Blvd, #100, Tukwila, A 98188 : (206)431-3670 , g :I Pro'eci p- T e of Inspection SS s tion: u. < '',".:',.:,, ,:, ' . • ' t D n• . a -. i A•dress: ' 4 D e called: I 04% 5, (4,4_. w Special instructions: i Date wanted: ) a.m. I— 0 . , :•'" : p.m. Z 1— i UJ uj Requester: . D a (..) . CO . _ , ... Phone: ' 0 — • , , ,. 0 1 — `:::':•..; • 1 ..'• • :. ; : . I ,- ‘...P•,.• Ej Approved per applicable codes. Eil Corrections require CI prior to approval. , ir..,f • s -1 , COMMENTS ...:-;' ":. : , ... - t .:,'•:', : ,,,' . : Z C..) . 0 C,cr6ukirA (e9-6-r-Pc4 6 .9.2).124 . z e vi 66- ofc , „ . .. . csu4 -t-u241-eri c 5 5 cf. a -k t ...,-....:. -.. 1 • . . • , . in:.'::,.....•. : - . -,,;;:•• , . .. _ ...._ .. . .,.,... „....,......._,,, 4,4 i .% .: . ,. Inspector: 6 Q Date: 71cla M4S 1 . 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ) .e- •-. `, ;IP , Receipt No Date: :, -",•,• , ' . ' L.7, 1 4 .- ,: : ifi,.J . , f, A:=1,2,, ,, :,.; - .....,..y..:,. ‘ 7, 41 ...i - . ‘ .,',s . , , tU1 .v. , _ , ,, 444,, , &,,,e4,4"4 , ..v.i.1 , Z,;,.. ,i,,1-,40 A ,,, kiro , ,:,■:i , 00:0:,,N6c.i,.Ad: AN', , Z {� • • , 1• ,t` W re 2 I ,. .. J 0 i INSPECTION RECORD W = , 40 , + 4 Retain a copy. with perm �� ® vn , I' I. INSPECTION NO. / PERMIT NO. ' \ } w O . f CITY OF TUKWILA BUILDING DIVISION ?t• ! , , . �. ... r 2 6300 Southcenter Blvd, #100, Tukwila, WA 9818:.: .(06)431 -3670 g N }* Project.). `` • Type of Inspectio : --� N d ` : Gt , 'e L 1 C . { te•AA , .O(71 t r n ��af a, n 4 1 _ I Address: :::: called: Z 1— Speci Instructions: \ >n y wanted: 'a m W H ai , Requester: , D 0 'O D. Phone 0 I_ to K - ` b _ ` t 0 � Z w U Approved per applicable codes. El Corrections required prior to approval. u. 0 ' 1, . li COMMENTS: ld � A. 0A -9 a StANVy\ 1 \ ' revlc O - ( 1 Z 0 l -or e Cf 14 c .? �t r014A g. G \ c C rn(� * r") rat -' cl 1 I l()( w■.k-k . ere, ui I Space . :� ! • 1 a "Cvel 54 ue (EA 1 a1nA kct t S 1/1n 1 C r G vt .e 4 t n i i' j i F � 1 t 'i' .Y, 14'-'74 I r � 3.. Inspector: f - / Date: 1 L — 17 ,, M: , 4; .9 ;? • 0 $47:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ;; ps,, , ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ?' a Receipt No: Date: . e • ...0 .. k1 . f J� w ,,E'�Yh . .£. 4,..;%,,.. ' �S N a• t `w .f1 'f r^r ), ri .f ., +'� {M n � r lygs ti:1 W . ,,,���:i1X �' n�,!.���A�n�`�.t;' a��w.• . . ^:�1tk�!'9:: �T;,�d4 E;ed': �t+iC `F. •� :`i'�'cF;�tleYr `u'.' N! t��t,1. ?::� .� :A� a °�`f '� 1. .a;i. ,;4 �� . _ i.:.,,tr 'ri5t�'Swe� 4 i'. w '+, :+4',S'.�i , , , „ , .04..44.„w.,, ,, v. 1, isia; e': E+ bi; nivi4�: �3 ::iEi1H;,x „ vd; ' Z • 1- w C?. , v 7 77 . . „ rr7n =- ±.FJ'Wxtia.c. oz ; v ii ( . o U p ' INSPECTION RECORD D 01_0), • W i ,: Retain a copy with permit w u_ . •• INSPECTION NO PERMIT NO W 0 . CITYOF TUKWILA BUILDING DIVISION • y V g Q ' ` 6 300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 tn D . v ,P�ro�ect: de " Type of Inspection: C CI ; 3 G -/ I 5 F=- W A Address: Date called: Z H • Special instructions: '' � Date wanted: a,m. W H , D P.m. 2 Requ ter: D i y . ; ; 9 3 26 o -, P p F " Phone: k: ; ' :' I-- _ i = :° . - 'Approved per applicable codes, ❑ Corrections required prior to a a .:•, , . PP P PP q P approval. u- ~ O `3? O MMENTS: tll N � c o 5 SrS - 5, lam 47A- -.ee-Q o - 77117/61, A S Lvte eff akiz... . . , . -ii.,:-:.. - 1 1 � d O-1k_ �6 ,4ktT i,:i:r;',-''' .. (A: I() 02.us.,-) Ai_..02,1 Airkle.49,,J ( At/ ) ‘‘. : : ; . ' 6'1 lee • '71St C 4. i , -i ' q v. . F , Inspecto : J Date: 6� , k`.� . $ 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a • ', / ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • T h ? : ., b. , •' Receipt No Date: E 4',! ii, e A..l.x.. ✓ +n d:t , ; fi..te ,3,,, 2 ,, 4. :' .:.,...:.. ... "'r • .r 'x;,: :. .; '- >:c.� s iuit: a; k4tiG,: k,.; ita: e+ �. �.+ 1t ��a�iit ldu :s�'."�riU:' V �i ' ; G + � n c�ati 1 :ti;�:':','su q;•��liiri2 • Z • F Z` W ,,; v . , sr ,• r {...r:, 5i'.�r !,x'.717, 77::.7ti ., _'I k . J•' 7 11 , . " -:: ;: ,.. " : r ✓: 0 Na `,, � ±- �, .Z _ . i , C.) O INSPECTION RECORD DO" U Z- e ` MI H t Reta a copy with permit co u-` ...,/ INSPECTION NO PERMIT NO w O` ..:,' CITY OF TUKWILA BUILDING DIVISION 5 , :,;?, ..6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 u. a :. ; Pr Type of Inspection: _ Y2 0 , _ oject: neevit,r 5 0 1._ W = Addres Date called: Z F ,' • /troy S �✓ o zI• t ;'.,. Special instructions: J Date wanted: a.m. r ID u) R gylu U �f ON Phone: 6 /3Y .14- 3 7 . tl L u Approved er'a applicable codes. El Corrections required prior to approval. L- E- •� 111 . PP P PP • q P • PP O Z COMMENTS: U U) Z ~ . ~05' 1//)/ b.). )770' 0 A.t...t f'1 f / . . a" ' 72 U i'► • T Al . t&J . Th 5 hwu f 4' v 5j&) . Th is C c 6. 0 . 1 pThcf 1 1 Will ?1 l ,* �r Inspector: Date: �tl 7f ' ? . 1 43 :. . 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid le, •;: ite , , . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. «• :, a: Receipt No Date: . 'All Tt - , . t. . .. .. .. .. ....... . .; .. .. _ .. ! ; 1N 1i: t,.. T:: Ai +.N.b:!a%n: Pt::'�+:.4:ii. 451 ;.iu %�:'Tt.,l1:ia "w�.k ' .... �.5..i.�,3 ' _ ,. - 9 ' 1 ' z • ' 1E • • W IX 2 i INSPECTION RECORD Do - 1 w i co Retain a copy with permit — p r -,•• w INSPECTION NO. PERMIT NO. �':: ` i I g ` ;:: � - • • ` . CITY OF TUKWILA BUILDING DIVISION `; �■ J " ' 6300 Southcenter Blvd; #100, Tukwila, WA 98188 (206)431 -3670 u- Q N om' .w 7 / /ar4 7 tn oi ! � ss: c a i Ad re 4 8a L S Rta :i tU i" �e, 9: D z� Special instructions: J D w nt • a .m. UJ ? : a ' . p.m. 2 Q ,::,., .; Req st l en & 0 N 01- t ,. Ph i e 7 I1 Y) / i o „ 1- -: '" rte/ Approved per applicable codes. El Corrections required prior to approval. O` ' Pf;;:• CO ENTS: ,,,, j--. ,- . atr o z • z , f C .( r it . �' � . - V I t4 � �A �j Y.�S Inspe. • // Date: r� }` $47.00 REINSPECT r• N FEE REQUIRED. 'Nor to inspection, fee must be paid , "' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. " ; ; � I Receipt No: Date: S x 4 ” :,c*r ,+� ' q�,�,� � , �7, �rx }�;y�� �:,��� , {.,.. `u � „� � .�`i•• ��a.(� i�u��!� k; :o µi.r,� � p L tJ't,� ���,� Yi+ •41.; T '.•wsw. •Kti.^.,Ftir>lk1,44. 14.; fs.1.X bi'4• 4 1:4?. : ,..1 :4::1 ",1 ..'Skz'-i c, Z:iii!� , v , kt: - .4,''kP.• ;'.fir "SSA. ii;i ! " it :, t !',' ' t« 3r.u. i .�s�. 3�LT,if " '•1sr �R'+'14 i�A ` .�� ie`�-s..`(P,:J +3i3i�i;<<�•.r Sa ^ >di:��Lfl}�7+ Jl� .Y'ij�i,.it <o^4CS a • Z . i- Z • • t,T,�' t''�'�"T- .�.^i .- 4...�.. -+ .y _ r _�_..._ ;. • � Q 8 ' INSPECTION RECORD ' 1 CO = cb, . Retain a copy with permit v — co LL INSPECTION NO. % ERMIT NO. LU O . 1 . .'.. .� j > CITY OF TUKWILA BUILDING' DIVISION •/ •w Q i 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 g =1 u_ Q D : 3 - Pprotect: / Type of Inspectio : _ Co a 1 (....6 69-e /I v IC k eSI di. ii c ( re. r ,-) f( t2h cif /flcts F _ Address: /Z GI �,) �✓ 3a ca }led: f , ,../ Z F- (i 47/ Special instructions: Dat w� te W uj U /a 7 � P.m. g j Requgs r: U 0 Ph�}n C CI 1_ a l v , I- — ' i 'Approved per applicable codes. 0 Corrections required prior to approval. u., 0 4 COMMENTS: iii Z V N 1�C 'Pr V((1)V\Ac -1oti V06 hi S : Z 4. t . ` `E' V� Q nZK p 1 r, to 5 Se �6 r ti $ :�-e r' ,ss\ r\ 5 q (nvtr ! SUrvf∎t0r ' y %v, 1 , 1 1 k i t:ti L 41,44 ' r , , i n> Inspector: -" : !1 n Date: ( �� l r ,v�r..x• :, m ti $47.00 REINSPECTION FEE REQUIRED. P rior to inspection, fee must be ' f l.. ' . $ Q P pald., ,{. • , at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , 0.:': 0.:': t •j [R_eceipt No: Date: - /Y f : � ,, ,,, -!, -7 Jfitsl a3 alVai :,:ts'Ai£ :V,:.t:law IVan i; s k 5.. x , t a . 1M1 1. t s.:aY35',et, x .55'1:7,:" il.:fi�iT: ^:t �J�...:.143.::4; L ,. f t7S ;i.ibSAsi1r "• ?A S i � :G..�' = 4iY w.^. 1 �� 1 7 i s��r „wi +5 �+ „1 :h;o +, ,f'?li,bW ,, 1 • J 4 .w +.: wq•. CITY OF TUKWILA o a ' \; Permit Center H _ i 5 , '�. ��!? L o.9 ; 6300 Southcenter Boulevard, Suite 100, ;`" +,,,` ''` -' Tukwila, WA 98188 *, -- ,,•• �t -: ACTIVITY #: 795 -- Telephone: (206) 431 -3670 i. WASHINGTON STATE ENERGY CODE t ' RESIDENTIAL COMPLIANCE FORM = . P RESCRIPTIVE APPROACH w re 4A U 1. HEAT SOURCE: ( gas, oil, propane, heat pump, electric) 0 0 0 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and ' w w calculate the glazing area as % of the conditioned floor area. N F 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark ui 0 I option at top of column. (See back of this sheet) FILE COPY 1 ii.n WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE cn 0 = w NO MANUFACTURER FRAME MATERIAL _ MODEL # SIZE U -VALUE _ AREA S.F. Z F=— 2 MILcifkU v1 ivy L ( 120 K 5 (.65* G Zo 2 4-°3° 24 2o . ° 4 ° S° 0— 0t-- , 1 5 ° 4° �a = : HU 1 O 3 n. 6 i 5 ` -1 0 . I 40/ 0 to 2 6 ° en z I 6n Z° / z 1 C TY OFETUKWILA 1 Jr o C t ' - I LV i 2 { 1.a' ' 4 ° 3 6 /4 Z PERMIT CENTER Z ° Z ° 8 I Z °4 ° 7 TOTAL GLAZING AREA 4+ i (add entire column) 32 " 5 t, TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING i stw:,.} �p, .: FLOOR AREA PERCENTAGE I, t,ii ��F��;�,. t , y 326. S.F. + 234q S.F. x 100 = /,3.7. „. The proposed glazing percentage must be less than or equal to the glazing percentage listed under the l : �. ; :: prescriptive option that is selected. 1 '• ' M ''�zei }ay't� w. Residential Energy Code Form H15 9/10/01 M r , Address: Permit # 20:00 WSEC Chapter :6 :Qualifi:cat F orm =: Z one 1 : Other :.: fuels ....... ' :.. Resid: ential :Prescr:ipti.ve':(Chapter:6Y Options for Heat Source:. Other fuels Instructions: 1) Carefully review the requirements for each of the options below. Choose an option that best suits your dwelling ' • . design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) • Check ✓ ' the 0 above the requirements of your option. Disregard components or equipment that do not Z • apply to your project. Your permit will be processed more efficiently if you provide all of the requested F Z • • information. Department staff can help you with general questions about this form. - • • " CL W Can't Comply? If none of the Prescriptive (Chapter 6) options are acceptable, consider the Component • 6 D Performance (C hapter 5) App Note that the Component Performance requirements are no less stringent than U O the Prescri requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential N 0 Qualification Form, or by using an acceptable computer program such as WATTSUN. • • . . W w J :OPTION ; OPTION' .. "OPTIONIi ;OPTION::;: OPTION: •::OPTION :. -- OPTION •:: OPTION y ::I . II.: : III. AV: . V.: Vi ..' . .V112 . V III: w 0 CHECK I One * 0 0 0 N. 0 0 0 0 2 :HVAC'.Efficiency' Med : . • Med- • High Med Low Med Med Med u. Q Glazing max,:: :.:.: ;; a . %of:floo.r 10% 12% 21% 21% 21% 25% 30% unlimited = W i.. ""Ve'rt U facto 0.70 0.65 0.75 0.65 0.60 0.45 0,40 .25 z f- Overh'ead:Glazifig • z O U Factor " 0.68 0.68 0.68 0.68 0 .68 0.68 0.68 0.40 2 D ::Door U- Factor::. 0.40 0.40 0.40 0,40 0.40 0.40 0.40 0.40 D 0 • (o rRfactor) .:: (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) co :. Ceilings: w w ... .. . .... wl '' :.:. R -30 R -30 R -30 R -30 R -30 R -38 R -30 R -30 - • .vaulted' : .:: • R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 u- p - Z ?Halls ::............ ... : v w• • abovegrade,: ;':: R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 � F .;. . ..:::::`below grade:': z -J :: :::: :interior : ,. `R - 15 R - 15 R - 19 R - 19 R - 19 R - 19 R - 19 R - 19 """ "' "' exterior._... R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 Floor: .. :;.. R -19 R -19 R -19 R -19 R -19 R -25 R -25 R -25 • `$lab on:grade ":. R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 • Footnotes: : 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or r less; 0.45 MAX for glazing areas of 30% or less. ` 3. Min. HVAC equipment requirements: 'Low' AFUE >_ 0.74. 'Med' AFUE ? 0.78. 'High' AFUE _>_..088. Heat Pumps: 'low' HSPF ? 6.35; 'Med' HSPF >_ 6.8; 'High' HSPF >_ 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5 -7. r; 4. (Vertical + Overhead Glazing) T conditioned floor area = maximum glazing percentage. Overhead �c:"r NA ..ii with a U- factor of .40 or less is exempt from glazing percentage calculations. -r .' , 5. Glazing, skylight, and door U- factors may be weighted to meet the U - factor requirements. „''' 1AZ : :<: ; ; Ian:; ............. r offici onl i; .......:.:....... :: ..:. ., : , :. we :des' n. YES >.0;;:<:: O :0<:< : : >• • . . , �'lte seiectecl Opttan �s appropriate far fttis d . lltng rg N co lompo..,. 1:::::!::::::;::::::::::!::::::::::::::i:::::::i:::i:ig.:,.:::.::..,,?.,:;,::::::::::::::::.:i.:::.:::::::::::i.::::::::::::::,::::.:::::::::::::: .:::.:::::.::::::::::;::::.:::::::.;:::::::::::.:: ,,,o,,,,,,..,,, Approved. By . Date ... , �.,! GrY. Revised 6R5101 Wasnnglm State University Energy Program � � C9Z1'+::Cd.00c bde 601 ;,��1;+;}.k;aSt . CM. t + # 1 ter J,t h i , ,ti ti 4 '�' • 1. . ,. pol, • n. . , t itD ......mC. u..r,..sum•. � ,• «.:,_ d. e:.? Li: i, �;+ EA. n. iru.. .. ��U. L)'s!t?:i.vti:d'.ti.::t+i•> < ,.:.;u.,i;ir ,.. .: v.. .. p% 4 ". n'*,+ M± .7'rsttn..�•....w:. r. •uas...w .... .. .... .. .. „.. ,. .. _... _. .... _. power painting wallboard premier r • • .\,\`` AN ILA , City of T — s1 �,± , r •S 0 ' ; Steven M. Mullet, Mayor 0 !i,, ' —I , e �' _ Department o Communi Development S teve Lancaster . . i 4*b , P . f Director tY P 1908 - -- z . ,, February 8, 2002 , 1 I • �w Mark Travers 6 m 2315 East Pike Street v C.) Seattle, WA 98122 , w o: W.1 = RE Letter of In complete Ap plication #1 �' • u- Development Permit Application Number D02 -029 w O . Labellarte Residence 2 `? 10431 South Ryan Way u- Q co o Dear: Mr. Travers: H W zF This letter is to inform you that your permit received at the City of Tukwila Permit Center on January 29 z O s 2002, is de to be incomplete. Before your permit application can begin the plan review process w uj . ? the following items need to be addressed. D o `, ON Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3670, if you should have any o H questions regarding the following: Ill W 1. Provide plan details for subsoil (footing drains) including method of disbursement. H —O Z P. Public Works Department: Jill Mosqueda, Development Engineer, at (206)433 -0179, if you U to should have any questions regarding the attached. 0 f:i t.' 7 F Please address the attached comments in an itemized format with applicable revised plans, specifications, f , and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. L In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. 1 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. r; If you have any questions, please contact me at the Permit Center at (206)431 -3670. Sincerely, _- Brenda o t, ILIA--' . il El in t :; Permit Coordinator y $: . M ; ,, encl `' File: Permit File No. D02 - 029 � ,i jwy t 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 a..A. , hY1Mmfo., ,"0",.,,!..MSm A4.,y0...piw .,,mRfMdS! itgwo wvC0...4.,+..„,,,,",,..„ +:a,.,..,,.. ups „,,, ....„, t�K�AIUf.,,,mr'awi n CITY OF TUKWILA '{ PUBLIC WORKS PROJECT REVIEW COMMENTS - t; z • Project Name: CBI Lot E . a = Z ; • S. Ryan Way re 2 iu ;y _. r File #: P97 -0074 U o D02 -838 OZ� W w: W= fl D ate: 01.31.02 w o `; 2 Re viewer: L. Jill Mosqueda, P.E. a NM i =a . w I- E- IA zI- r The City Of Tukwila Public Works Department has the following comments ? o ' r regarding your application for the above permit. Please contact Jill Mosqueda at v 1 (206) 433 -0179, if you have any questions regarding the following comments. 'o : <; u_ 1. Please provide: z i • Site plan per the enclosed SFR Applicant packet (enclosed) Cu u) P P PP P ( ) 0 i • Total cut volume i'-1:: ki fs • Total fill volume z r ry 2. Please be aware that there is a water connection fee per Ordinance 1777 (enclosed) jj .. R: Wi yZ 0 J t V7 rr- S L1w. `T`' S 7 Fe.-,1—_ i "F t e✓TC .. C . ` . TA es 1 , 1 • r" j q; it ' I 4' „ 0,„,„,,,v_ tI � "ti -- _ ,„ ,i .. ,,,,,P.73. h`� ^S 77 .J V� I pl .5 i & '`,,,.: j " .4 1 Projects /SFR /D02 -030 CBI Lot E 1 r -.,r Ir , i I, r.. 1�� . .' " .i,:.:1..:: ,:. i1u+..« v�.:.. i.: a'::: 7: :..i.s:.`:.e,:�rt,�;.:w++..1iu. .u.,,. v.w:.:•>>r.:i.z.r ; ry ru:.«:.,:i.- is:..a' .t ++�ar,.m.r, t - ..- ,.. -... ». +. «. w.an .y�gyc+rrawywmn+rr.'nyal+fNn', x24" Y!�81R'}hL1fi�:�4'.tJ,}'Q1} -(f� . . i • No footings of structures rockeries) other No structures, roadways, or parking lots in this area. rockeries % , i / Min. •16` 2 (or flatter J • 1 I _ _ .............. / / • . • — • • . • • • • Free- draining backfill; min.12 C4 6 - / • r wide layer of 2 " -4" quarry -� • 4 Max. Hei h t — 2 1 g —/ / spells adjacent to rockery. U O i ■ % �` Stable cut face in native material J w C3 W I , f ■� ' � / 1 1" diameter washed gravel; N o i • j — — 4 / min. 6" cover over pipe; W O 1 " �`` `` •+ • ` V . . — . .� min. 2" gravel under pipe, 12" wide. 2 . Oc : • o o �8 �� � U. a 1' Min. • connect to ;� �.�� �� �. Min. 6" die. perf. PVC, SDR 35 pipe /AASHTO M278 /ASTM 3034; catch basin, __ - -� '✓- •.&✓ %� min. lx continuous slope to outlet; pipe wraped in _ i or daylight -- filter fabric(Mirafi or equiv.) Z 1_ i to ditch Outlet Pipe I Undisturbed sail W O f W l no ' 1 V• .•∎`•. ,.;•.• N. ���� o i-- • 1 I U 2'0 Standard Steel Pipe Place pipe between rocks W ~O I Railing with Welded Joints F to avoid weight. Hot -Dip Galvanized, Astma 3. � I W Z i Ornamental Iron Handrail 12" VIEW FACING ROCKERY U N I may also be permitted I:.. I i with City Engineer Approval. FILE COPY z I- 10' past to poet spacing 1 with slip fit :xpansion 12" joints. i i Non -Shrink Grout y I • NOTES: 4" Diem Galv Steel Sleove 17" 1 • 1 2% 1. Rock shall be sound and have minimum • d density of 160 pounds per cubic foot. j •' 2 • • • 2. The long dimension of all rocks shall be I • .. , r j 4• • placed perpendicular to the wall. Each • •, 0 t rock should bear on two rocks in the tier below. ' gra 3. Rockeries are erosion-control structures, im.I_• not retaining walls. Native material must be stable and free- standing in cut face. 4. Improved walking surfaces above and adjacent to rockeries over 30" in height shall be protected by a rail conforming to t SEE ABOVE FOR ROCKERY DETAILS UBC 1711. t�, ri d'1410 tr I 5. Base rock is 2 -man minimum. • f ,Fm r man rock ( 2 mack .- 200 -700 lb 18 " -28`) 4. ,,. kr • 1 6. Shop drawing for all railing must be city approved ( "'.z3 ;' P 9 9 Y prior to fabrication. _� r Y� 1 3ry t ao4 � � 0 1L, * � ROCKERY & SIDEWALK iti. t :£ fr o ` : T� C2 t y, of Tukwila WITII SAFETY RAIL Hot to nee. ' "' ` I. • • �° DATE: 11/15/96 RS -5 . 1908 1{C ►1i••••■•••• , a ° i�...uarrrcv.:.nnwPR< D q 2—oa9 ....�.. ...._,a.., ..ry r.. •n .. :.tCsii i - ,, ,,.rt r :a .•. .. .......y r. .vsRn+aM,rxc�?1'fif9Ari°.':tk • 1_ — --.+— ----..—..■.....■—........a...a..A.w. _. ••,, :r. ,-. , , .— . 1 tjle °Mi [ [ Ul t MI • [ WNW t E et _ • • t 5 , _ ri CZ lit CV lima Pill ; 1111 , t CI) , .. • C) = t\le 4 aro r:4 4 I 1 . _ _ _ - , , c '7. - 1: ''``Tnr . . '1" j '-: .,7 .NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN i --- Til , :gfali i•; _:•-,--..5r_.,_. HIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . _ - . , . --„ i PERMIT COORD COPY PLAN REVIEW/ROUTINGSLIP ACTIVITY NUMBER: D02 - 029 DATE: 01 - - z . PROJECT NAME: CBI - LOT D , 1 w • SITE ADDRESS: XXXX S RYAN WY SUITE # . 6 x Original Plan Submittal Response to Incomplete Letter # w i. J H 1 Response to Correction Letter # Revision # After Permit Is Issued w O . . 2 1 u. Q. } DEPARTMENTS: = a B it i ? ivision Fire�Pf e � tion 1 --.1 Planning ivision [ z H i F-- O Pub is Work 4r Structural Permit Coordinator UJ UJ ui I D 0 I 0- 0 H DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-31-02 w . ~U I/ Complete Incomplete bl Not Applicable -11" z w j Comments: 0 = . . l 2 Z O TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required ‘ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) DUE DATE 02 -28 -02 Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: � CORRECTION DETERMINATION: DUE DATE " "ryk , coll Approved Approved with Conditions Not Approved (attach comments) c; r i REV INITIALS: DATE: w;,; i, • ` �yd✓T,yiCa t \PRROUTE.DOC 1 ,," \PR PERMIT COORD COPY ; :, r y f.: N., w�M u S 4.b.uYtT.4Y.!heKwalw fL'Liw.'i7:+1�ti1 .S.Y. " - • . " . •• i PROJECT NAME: LA eiEu -A! :' Re C$r -1-or !7 PER�ti1I \ Do -C,29 Site Address: YBoze S- /f L J 1 - . 0 Original Issue Date: _ 30 oz REVISION LOG • Revision I Date Staff Date • No. I Received 1 Initials Issued 1 Staff • I Initials z I 1 e - e - o z , � 1 ? 9 - i_ 09. ? 1 S IBS w Summary of Revision: � , �- �� � Q re 2 �0`7%C�.lt� _ W U �i U O Received By: `jo�eS�G.�— w = (please print) -J H W U. ul 0 • 2 Revision Date ! Staff Date 1 Staff g ' = o. Received i Initials Issued I Initials A' I a - 03 I !Cc4— I I .. � • W . •, Summary of Revision: ado(*) roc p4 z I... ZO w W x"',11 t? L. . LA ��L(.�f r i �6 ? • • Received By: ' (please print) ' U o — . 0 I-- 1 W Revision Date Staff Date 1 Staff 2 No. ' Received Initials Issued 1 Initials - u- p } z ill Summary of Revision: H o z • By: Received B: - } (please prim) • Revision Date I Staff Date I Staff No. Received Initials Issued Initials I .._... • I I 1 . Summary of Revision: Received By: "' -te (please print) 1 , ` N i . OA t3 s Revision Date I Staff 4R Staff Date y y`° ° ' No. Received Initials Issued Initials CP. ` ` i L44. ;h Vic , ��pw • Summar of Revision: ., Received By: 4ih:'' r' • (please print) OM j (,�„r;^CfiTA'ilwolO�bi.R�'L. +kYJ'!IY%Yik�Y,+KwJ'b,�. m4�mM' i• rw+tiaewn.ry.wrwr x- ,. - .,..t.i ..� .,,1,. v.t.. . t;:)= ?..,sLG'.•e•ew ..n er n+c wornFS.,,,...,. �r> ..,a ....... :,�ry �..,. ��"' +rt'.rt�.ua».•; / , v . ..0" -, ....1.n'', . • City of Tukwila o `1 l ' D of Community Development - Permit Center ft N , lif 1 6300 Southcenter Blvd, Suite 100 I 2 . Tukwila, WA 98188 • �` ."-• -- (206)431 -3670 1908 - , 1 • . i 'j.,• l• � // h ,'�',r r`. . ..�, ,: , i;.i�:• y,y.; -x: �ci 4:Up - P "'' t!: �•4.•' t..n. Y' :1 ^a...�j'e .Say a }� . � .'� Z . 'a.�1i:. _ �.'..l•„ �. "��r. .I.';:: ;r � . t�,1 { .C° �.F • �., t � i ° R, V YS�d : VI `I TTA ��L' :: . Y; , ;u.. .I'' - r ; 2 �" :� " ^;. i • �), ; ! v i S.�•^ � 4 C� � `. ? 4 `Y t . t. , � „ t, h �t � ; i t . , •.c.;�,« +;' � .. r' � •�`iL �.. ' �, ti �.� 3.' .+�, a 3 t } p ! L • ,�. t �� .:.'f r' t'�y' ” :',�. .. 'r f: : e . ?' d,'6^ �"� C• " {.7,.�`.e ?:i'4•+'. �.. {., +o� -r.„ �.� .�' ��L .,ii Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v p through the mail, fax, etc. w = .1 CA D ate: Z t Z- D� Pl Check/P it Number: 0 9 o °� 9 W O IL ti g ❑ Response to Incomplete Letter # u. Q x V) m 1 ❑ Response to Correction Letter # = w rt Revision # g after Permit is Issued ? H . 'ri, z O Project Name: P AtlL - LA &e 44TE v p a { Project Address: 480 Li S. RYA NA V • p I U) — .. Contact Person: Phone Number: Z 04,-9 g "Z.& l = W U ' F" F. ii Summary of Revision: u- O . Ili z V N • ' O~' . z ;r RECEIVED t; • CITY OF TUKWILA S. • •r FEB 12 2003 { PERmi i utNFI R Sheet Number(s): s „,,. "Cloud" or highlight all areas of revision including date of revision "i "` .A 2 Received at the City of Tukwila Permit Center by: : ❑ Entered in Sierra on L i 08/30/00 �"t . _ st,..tti.,.4., i , , • • _ 4' .was' City of Tukwila f . o El \2 Department of Community Development - Permit Center ..1! L ,e . ! Ci wf, � ± -+ 6300 Southcenter Blvd, Suite 100 �` 2 . ' Tukwila WA 98188 X 4 .-- b.wMN'" (206)431 -3670 ' 1968 S , ii , Q _ 2 7 � G'�t!¢��5t: } �tw'4t1.:u:Fe..+l` = ,'"+:�:' 74�y5,�.. A ":7 8 '' :, /.��r�s�y�j},, . „ ,i v��' r ` n r:i« .,, '.. ` .1�7. y : t �!i tl z�(j$l 1 .� ty ti YS 4 t {' F ^ ' -r . 4. 1 :, , . y 1, S tra '� 1� P I I �M H N' .. 1 z ..C. f� YTS r � f .4 H I {i- W . ,.. "r�, 4, ;( 5 ilk:, .. �E; ' .t f li f ` * i4 �� , a 7 : "� ? } : .. J ,a,1 l � t r . ,� . ': ,:.= :�fi.: t:-.\: > , r . ', r 1 f , ' E'. . t ., i..A'I c �.ri1� ,v . . ... .. ri t_.Y ... .. ;� ' .�... .�i . ,.. , t. . .. ... � �`, .,. ) r Y... . :. ., c „• t` r .� .k : > ,`Y P . .. . �. .: �.�u:� QQ C • J U ,, V R evision submittals must be submitted in person at the Permit Center. Revisions will not be accepted o . through the mail, fax, etc. w w z J1-. I , r -f 4� r . W 1 ,1 7. Date: OF' O• 0 / Plan Check/Permit Number: � - OZ � �''� ` f: 2 ❑ Response to Incomplete Letter # u_ . N v ❑ Response to Correction Letter # ' � W El Revision # � after Permit is Issued ? 1-- :t Z p ` ( W Project Name j 5 f?11 '' -4't \ f J I `r' 1. 1 -a I 3 ) 2 D I Project Address: > Y x 5 c yPN WAY ( .;;) hut- i L p- e Contact Person: NAR, Tf2 1'Jt '�S -A'P-Cf-t 11 Phone Number: ( -- 1 - 63 . S i w Summary of Revision: C P(tJL7 —00U b�) i rtxD i u_ ~O ( it-kc 1 ,` ( .O (PAW L- S5' --At 1 di Z 0 Z it 0 F- Z ,, i . RECEWED r, orricw TUKWILA AU G 2 2007. ttitviii CENTER V ((('''� ,yam (f 4 L4 i Sheet Number(s): .. . rgr ( I f Y "Cloud” or highlight a l areas of revision including date of revision , Received at the City of Tukwila Permit Center by: / N't { ❑ Entered in Sierra on Y } ^ 2w',I, ii 08/30/00 If. , " ugAL : ' ,,,, J � kJr iu�, -wqs. City .'Tukwila o ` 4 ► ,,, ti i''. Department of Community Development - Permit Center ,,f_ .iii \�� o ; 6300 Southcenter Blvd, Suite 100 0 :gat 2.. Tukwila, WA 98188 '''r* `'...- -• 0 (206)431 -3670 1908 • z . P.' : i : j •� ., : t1 ; ( ;I,I y�: D _ F' � a � f• U y� n q—iti :y YII, 4 `�F 'ifi., , 't t,, i,,. . 4 , z � � '� •, �� � 1! ' ,r '�I�� A q 1i� f � A e C���,! ( II� OI�I ��1�r�o�i ,1� fll�� Y I iJ �• �/... \�f� t 1� (�'� ' i F h i�i i q ��r� � . 4 � w , ', �{,,4, 1 . 1 +4'.: = t�:��' 1 1 'r 1 . 1, r . re 4 0 'r, 4 , 'i � 4 r C dr . 14 1 ej h,'A �L 1 :6 C . .. '�" 7y �N^�Rt'l� r , , � ti l 1 t �� W3i�1 � {' 1 �. "1 f 1 �I� � r 0 ti • �� �+, y �'�i:9'++' 1•fi �:. .�' �i._' � 1Y11.11 n.:en4iN{'Y. r �' ?� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted v 0 through the mail, fax, etc. co W WI ;' ' —1) / / / wo / Date: 2 - . 7 OZ Plan Check/Permit Number: D02-0 2? t 2 �• gQ ,� Response to Incomplete Letter # l co a 0 Response to Correction Letter # ~ i Z I... 0 Revision # after Permit is Issued o z t-- Project Name: CBI Lot D o cn Project Address: XXXX S. Ryan Wy z 0 Contact Person: MARK.. Tt2.A•vEI. Ph one Number: 20 -763 64 — o ;, - W z Summary of Revision: o D. ADD l l )' l 1 6cr : Ve A A tQAG€ SU131'\ t T�4L EE - - o I z , ,�S - Pe - e- �tuu 1'\O6 � k cpt S -E st i q t i RECEIVED • , CITY 01- TUKWILA f ' p ,., is . 1 REutivto 1 CITY cpERM WWER . 1 1 - t ,- . i '' , f?i rER y R..,...... . E 4, f Y w. "r- j Vii. Y +' *" Sheet Number(s): ; =;# "Cloud" or highlight all areas of revision including date of revision L , Received at the City of Tukwila Permit Center by: ItT' " • 1 S 0 Entered in Sierra on . "x •, fat 01/25/02x :•• "I... •v :;'.'' •., ., ..+ ,. . r .... , ,,e ,o,,,... :.. iew,; 4. .hi+Ww4wd.,,,,,_.:.,0, ?L,44,q ; we. H,14ti4.,, uwK.LY. t:..,,k v}}Pt,, '1KMr. 9N. 71/4,t4440.•er,,f*..4.kwM1•‘)..nw:M .Ywg4.0M, Vt 4+4,0 • Abbreviations i WALL �. PROJECT: SINGLE . REST Consufkanft TEMP TEMPERED 1? �i' Kid JP 0.e 't i9: °r3rt7e violations .1 • •`�/!/LCT_ C FAMILY RESIDENCE PEREQ GLASS } _ems sz;�.:res or ard: The responsibility xx•. S RYAN WAY (LOT 3) - —. :l a Fir.; r.w of the res _ _ _ gn totally i«i:h the H A. WA F .F . ABovE Fresh FLOOR S W TONGUE & GROOVE AB. ANCHOR BOLT T O.S. TOP OF SLAB -�`= ' f. ai =ate, deletions or revisions to tie TUKW -� �' AfIV T.O.P. TOP OF PLATE �: this d=,e sill sold this aoacptatsae OWNER: CBI •.d sv i.i require a resubtsittal of revised &a sib 4819 49TH AVE_ SW ADD'N ADDITION T 0 W_ TOP OF WALL .f...-1 xx srrt ADD'L ADDITIONAL TYP TYPICAL s approval SEATTLE. WA 98116 BO% BELOW VERT VERTICAL Final is subject to field i {206) 938 - 2637 :lic Palic Works utilities inspector: b` CONTACT: PAUL LABELLARTE BMS BEAMS V -T.O. VENT TO OUTSIDE Date: By: BM BEAM V.8 VAPOR BARRIER 2126103 ARCHITECT /AGENT: MARK TRAVERS ARCHITECTS 2315 E PIKE ST BOT BOTTOM ■■.G. VENEER GRADE SEATTLE. WA 98122 B.S.B.L. BUILDING SETBACK LINE : C.T. VINYL COMP_ TILE (206) 763 -8496 CB CATCH BASIN W/D WASHER / DRYER CONTACT: MARK TRAVERS CONC CONCRETE TE w -F - WIDE FLANGE BEAM a O W CONTIN CONTINUOUS W.W.F. WELDED WIRE FABRIC a SCOPE Of WORK: CONSTRUCTION OF SFR ON EXISTING COMP COMPOSITE */ WITH VACANT LOT W/ (3)CAR ATTACHED GARAGE CAB CABINET +0 - 50' CONSTRUCTION TYPE: V -N +0.00' - p +0 -00' ZONE: R -8 CLG CEILING SLOPE 2% SLOPE 2% CLR CLEAR GARAGE F.F. ELEV ,� 4-P1/4--1---- - - - - OCCUPANCY: R -3, U -1 P COL COLUMN _ 50 • - x.00' 0 S ,� p� 2� -� TYPE OF HEAT: GAS HEATING Stare of Record C.J. CONTROL JOINT El 1 1997 UMC CPT CARPET APPLICABLE CODES: 1997 UBC CER CERAMIC _ 5 - 0 �, _ 5' -0" f 1997 UPC CONTP CONTRACTOR _ I 20' SIDEWALK ASPHALT 1995 WSFC D.O. DUPLICATE OTHER - / 1 f 1995 WSIAQ DISP DISPOSAL - WAC 51.30 (CH. 11 UBC) DN DOWN D.F. DRINKING FOUNTAIN DS DOWNSPOUT Generic Driveway Slope Section Project Information DW DISHWASHER scale:1 /a• =1%0' s �'� EA EACH Symbols R .- y ELEV ELEVATION irk - \SECTION 0 U \ Mark Travers EQ EQUAL — 20' PRIVATE UTILITY \\ \ Architect, AR EQUIP EQUIPMENT ,� x ' WA SECTION \ S VICTOR ST EQUIV EQUIVALENT I DETAIL P ARCEL A I 20 EP EN I WAT R ► L ' ' r _ , , _ _ / p , I UBL C E EASE T LOT 2 \ OT 1 EXIST EXISTING - \ :-„, . , : ' : - . -':- ! :�° POINT ELEVATION EXT EXTERIOR _ _ f \ PROP. LINE 29.8: FDN FOUNDATION %� EXISTING CONTOUR ' — - F ,�,: TO BE REMOVED M � SRYAN ST RAIJ \ `. �S.�.L. l _ rep: 2oasss .E. FIRE EXTINGSHER TO BE REMAIN I I A FTG FOOTING ''"`�� NEW CONTOUR I a W v Fax: sos3283236 FURN FURNACE l ^i S • 4, F ¢ + 0 0 2315 East Pike Street F.F.E. FINISH FLOOR ELEV — O DOOR (EXISTING) I 1 2 _� "� ` T S B 6 _ _ --) wattle, WA 98122 F.F. FINISH FLOOR O DOOR (NEW) °3 - 29, ,0 ` v _ \ , F_P. FIREPLACE DECK . , Q WINDOW EXISTING \':\ I P ROJECT c,� �, FIN FINAL ` (EXISTING) /. - _ GJTTE - F.O.S. FACE OF STUD WINDOW (NEW) ` PER EXIST CURB UT AND b 1 +1 00 SE CTION, 4" ' ! 1L - DE - SAC F.O.W. FACE OF WALL \� XIST GR GA GAGE ® SHEAR WALL PER SCH ED. J , EXIS GR; Y A� \ TYP. ::::0,71 ,. AS • To GALV GALVANIZED ®SD SMOKE DETECTOR v w I ••� TRACT A - - = �,^ G.I. GALV. IRON - I - t.2 , t�• _ W'� C MECH. FIXTURE r • y ,,- GR GRADE ® PER SCHED. ` !_ �� _ _ S. 107TH ST ` .. ~'h - i� ` p tti , t st - - . -' GLB G LAM BEAM ELECT. FIXTURE ^� O �, . I Ii v ,..011.!..., " „rr,r. GWB GYPSUM WALLBOARD 7 E PER SCHED. \ > . � ONC . S TAIR Q CATCH BASIN a ` - &WALK � z R.4 ,5 .� 7. �oti +' 40 GYP GYPSUM NCB lI / - . \ - ><---- � HDWD HARDWOOD _. SOLID BLOCKING L\ t -�� ' -. Vicinity Plan J ; :PROPOSED SFR WITH tri � .� ; , t ��: w CONC DRIVE � � TO FOUND. BELOW I 1 A .13) CAR GARAGE l °- A HORIZ HORIZONTAL c PLUMBING FIXTURE 1 H.W. HOT WATER (7 PER SCHED. 123e1-\ O° I \ GARAGE LL. +161.00' y `'�\� 0' • EX 16' -0” CURB \ NORTH CO INSUL INSULATION MA I ' ,- 'FIRST F F E 1 62.50 LO MATCH LINE MATCH LINE h , , � , F � ' �,; _, l LONGIT LONGITUDINAL - c 1 - -- , CUT TO REMAINI(��f?-?� I t ;_. C MAX MAXIMUM CFM EXHAUST FAN � , TAX I.D. I understand 'the FI e K — — — , LOT s.a; , i t ha, an C i } r0 subject to err ` P+ a.s are a. ,d _ ,- sin„ � 1 \ 1 4� 1 9 d s rc r` cf _ pP MIN MINIMUM EXIT EXIT SIGN PROP. E 15.00' 3N 1 61 . 00 - CB i LEGAL DESCRIPTION: plans adopted code or ordns does rot auth nze tnan e h e v;o of <jry MANUF MANUFACTURER ® _ _ - - - . f�er.�;r�t of con 1 EXIST GR ; LOT 3 SP # L97 -0076 MECH MECHANICAL ' D FLOOR DRAIN 6 „ , - cr / J \ tractor's c ^� =,� plans acknowle+g ed. M.H. MAN HJLE - 5' B.S.B L. ,� � — � � cv 7 - F.E. FIRE EXT. ■ - �� , f Leo al Descristion _ / ,N, ► � NO- NUMBER I .i \ _ � �� � o X o OVER �I / / � Y o.c . ON CENTER + ` +15' e' / i \ \ Ddte _ ' `Ji / � � . / Perm No. J PERF PERFORATED ; I EXI • T GR / e 5, • _ ■ • PLYWD PLYWOOD I ....3 P VATE U Y l / 5 �, 6 __ ` P.L. PROPERTY LINE o� tri EMEN 2 _ _ - Drawn: l=SF t� K � Al SITE PLAN, PROJECT DATA RECEIVED PROP PROPERTY 6 m �) I I / / \ �G A2 FIRST, SECOND FLOOR PLANS CITY OF TUKWI�A Checked: M7 PSD PUBLIC STORM DRAIN w - / o ¢ O Q / / 4 BUILDING SECTIONS, DETAILS CITY iT`r«ylU I FRAMING PLANS �' .EJ Date: 1/13/02 P.T. PRESSURE TREATED J I 3)2c /p A5 ELEVATIONS R/A RETURN AIR - -- - - a I� / i ti/ P V SPECIFICATIONS F E B 2 S ` : �` ' ' REINF REINFORCING I 1 A 'P LOT 4 / 1 Submittal / Revisions REF REFRIGERATOR a Ct � f � / RESID RESIDENCE / ■ V S heet Index REQ 0 REQUIRED I I _ p ¢ REQ TS REQUIREMENTS I \ - - RET'G RETAINING / ` SPECS SPECIFICATIONS I / BUILDING AREA 1905 SF SIM SIMILAR \ LOT AREA: 6815 SF N LOT COVERAGE: 27.9% S.S. SANITARY SEWER \ SCHED SCHEDULE \ N \ S.D. SMOKE DETECTOR 1) 0 2 owl) ‘ 2 0 ,, C 1 S/A SUPPLY AIR - Site Plan , Project Calculations STRUCT STRUCTURAL Scale: 1 =10' -0^ NORTH w w i 11 i Window Schedule I , , .a -: fir , ,r! SYMBOL MANUFACTURER A SIZE (R.0.) TYPE OUANTI7Y T.GA (S.F.) Uo REMARKS _ _i____ ___ A � MILGARO 920 4' -0' x 5 -0' SH 2 40 s 0.65 JI 0 �`. ' 4'-0' - x ' 0' • SUDER 2 24 1 ' ± ( SUDER p T - _ t - ... .. __. -. .. _..._ C 4' - 0 x ► • ! ; 5' -0 x 4' -0 I SUDER 2 40 t ' 3' -0' x 3' -6' i SUDER 1 10.5 ' ' F 1 I 4' -0' x 1' - 0' I SUDER I 1 4 TEMP. GLASS -- _— -L _ - _ - _ _ I I 6' -0' x 6' -8" SEGO 2 ► 80 TEMP. GLASS (REMOVED) _ MILGARD 920 6' -0' x 2' -0" FIXED 1 12 0.65 TEMP. GLASS — --- I - - - J� I 1' -0' x 5' -0' -FIXED 1 5 " TEMP. GLASS I " 4' -0' x 3' -6" rGARDEN 1 1 4 " - - i 2' -0" x 2' -0" 1 SKYUGHT 2 8 0.44 HfReoO�d ;� 2' - 0" x 4' -0" SKYUGHT 1 8 . OPTION IV (PER CH. 11, WSEC) TOTAL 325.5 SF GLAZING EO , „ , F , ,�_„ -78 2347 SF LIVING = 13.7% GLAZING 1 ,, ,} <):,, ' 41' -0" f - / 50' -g„ a -,f ' f WM I " 4 ° „ " " " I Mark Travers 4' -O" 5' -0" 4 ' " 3' - 6" 4' -0" 5' ' ' " ' -0 3' - ' - 6'-6" 6' -0' 4' -0 2' -8 3' -0 5' -10' 4' -OI 4' -0 -/ f s 4'- t -0 -} t f - -- -OI 3-6 8 f f i i -/ / / / -- - / / - tact, AIA I I I I I I I I � I I I I I I i �_ � �- U b i ;- L _GARDEN —� - ;� ` � -\ — \- — I 1 I , .� , 50 __ r 17-4'1 � - -c) 6° 6 SLIDER � �' � - � - IL _Li _ - - - _ �_ _ -- - - - — ____\ ' M, f TEMP. LAM. SAFETY GLASS • ® CFM I i ` � • II I I I 5'-3f' • o' 6' -0" 1 1' -8' p AS PER UBC 2406.4 r / / , _ -- , 150 , ' - —� ; \ .' . - i � 00 r -7 - (_ T _ r— —1 100 _ 80 ? g C x `f J i I I C -Ns L� I I I oo C ,, Fµ I `� ;� I iMSTR BEDROOM 2 ao -4 © 1 2° 4° I KITCHEN ° c o D ECK ° �' °O - BATH z I UTILITY _ � al: 206 N SKYLT I • �, I I _ F az. 206 - 3284238 �� I L_ _J I � , 4 . i1 :rM EDR ( �..::.,, WA 96122 ' "', I F A MILY ' xilSEaat�ce 2X6 WALL - �, 1 a DINING I N 4 0 `•L SD i J � ( • , .- _ r — � ` O ' � � T 50 o SD - 6° 6 SLIDER y 20 MIN- DOOR w/ �� 12' - ? x - : l\/ c�1 ' -9 5 � ' ( I �� CLOSER & D EADBOLT I BATH l i �SW2� c _ — — — .,. II I `•1SD �n: 7 -0" 13' -9" I ; w SEISMIC STRAP PER N —1 -+ — — — (N, o I I y' I SBC 2326.1 N Y=€ 4 D = u) ° ` RN A 7.,- 1 1 EQEQ • 0 L R ER 6 -4y4 _ Q N \ � � f ,,! ( 2 ) 4 "q STEEL -, Up N _ (- -J c O PIPE BOLLAR S p 8 4" c4 h DN I O I J CONC FILLED ?a' "D n RETURN ISD � - • f -C-42-'1 B VENT / 1 , I ; 22 " X30 " , te EMBEDD ' �\` AIR ABOVE I II - J o 0 aD 0 1 I I ATTIC; ° �' I - PROVIDE 5 /8" TYPE 'X' GWB AT -= -.- co - - - Imo S -J U.L. RATED FIREPLACE -.- i ' J S & Q ACCE z UNDERSIDE OF STAIRS; AT USABLE SPACE I! + INSTALL AS PER MANUFAC. F� z ' L ' 6 i 6°68B1 I INSTRUCTIONS � -T/ ,0 - - -, CN I , ,i, v -, 3 CAR GARAGE OFFICE � J + LIVING RM —� - I 3 ' -0 UP � , `•,SD � I I , -- '` o J ✓ 6 ' -0 / if 9 „ I N I o - I � i BEDROOM BEDROOM , r ., / \FULLY TEMPERED i I 4 I. 3 _ _ i ISW41 �, CO 3 ___..______ C LAMINATE SAFETY GLASS co f Q AS PER UBC 2406.4 ❑ 5/8" TYPE IX' GWB O —N, Ce `' WALLS, CEILING, BEAM I I I I / — — — - - _ r— _ o & COLUMN 8" 3' -0" 4'_0" 4'_0" _0" 2' -8 EQ. EQ ,k * I f I - - / / / J/ j — p/ f ' --/ ---/ ( 1 NOTES: _ 1 0' . -- - -- s D I Y \,/ co — I I--,I I 1. ALL EXTERIOR DOORS L a I J & I (OPAQUE) TO BE 0.33 Uo MIN. �' - —�— Q ° w/ DEADBOLT w/ MINY" THROW _ Z I C,111 MO" I 2. ALL SMOKE DETECTORS TO BE . ~ �_ Q 2042 Checked Drawn: • P TT 110V INTERCONNECTED w/ 0 0 I 0 0 I (..) MA ;.�t BAT TERY BACKUP '� 8 7 O.H. 16 7 •.H.D. 2' -8„ 4 , -0 „ , 0„ / 2' -8„ UP / / I I � � � ► I ' '�� Date: 1125102 ' „ „ I , „ I 3. "SWx" INDICATES SHEAR WALL , „ I , 3 -0 / 4 -0 6 -6' _,� 4' -0 3' -0' 6' -6 14 -0 2 -8" 8 -0 1' 16 -0 I -- - - - - -_- �' .4' I / (SEE SCHEDULE) -/ -/ - -- ,� ,. _ -- d , 2 -8 / 5 -6 - - / Submittal lRev�ons , 1 y 20 -6 �, 20' -6" I _ _ i ; 4. ALL EXTERIOR WALLS ARE SW2 -,� 30 -3" / 20' -6" I I I I 41' - 5. SEE FOUNDATION PLAN FOR _' 50' - I I 'r HOEDOWNS RECEIVED CITY OF TUKWILA <-2- ) 4, 6. SEE SHEET A4 FOR ALL t.,,, Q SHEARWALL NOTES & SCHEDULE PERMIT CENTER -- Do2. , 0 LIVING 1332 SF Second Floor Plan DECK 96 SF G IVING 1015 SF F irst Floor Plan ARAGE 757 SF G Scale: 1/4 " =V-0• Scale: 1/4"=1'-0" A2 . . , . ` ,. I 0 1 - -- - _ 50' -9' t 4 — - - � -" ..,, _ ____ _ -I CONTMf0U5 RIDGE VENT T11P_ _ _ _ _ _ __, j , — r 0-1 \ —'� 1 _____ IT FIBERGLASS/ ASPHALT SHINGLES . d ¢ ' ! 1 _ i 5 8' I I `III Z• -0 SQx8" D ' 308 ROOFING FELT I i SE P S 0 24 " MOD TRUSSE 24 O.C. O 12 - I FIG w/(2)4 k R -38 BLOW -IN INSUL — CRAWLSPACE -� _ BARS EA WAY _ i I I . ! I 2x10'se 5 /s' G.W.B. 11 ii .r I I lilli 1}. - [ _ 2 ©166 c. � I EPB TYP. \// \/ \/ CRIPPLE WALL I SIMPSON i I 2' -0" SQxB" D FTG I ( � 5 ' -O" TYPICAL EXTERIOR 6O w/(2) #4 BARS EA. WAY -\ II I b N f f WALL CONSTRUCTON: _ �B _ �/ 1/2" WOOD SIDING /� t - L___ ' o $ -0 / N BEDROOM HALL MSTR BEDROOM 158 BUILDING FELT " ',a�_ I I I m 1/2 EXT. PLYWOOD R -21 INSUL F � 1 Q II I cg c `� „ SIM. 2x6 STUDS O 24" o.c. `_� O t — - I Iv R - 21 1 /2' G.W.B. / ! �— �/ I I I I I I i 3/4" T &G PLYWOOD. TYP I 1 18" HIGH WD. s -7 � F .T . 2x ~LAT !: o , TYPICAL INTERIOR ° I FRAME PLATFORM - 1 I h I I I \ ■ - ,if ; 4 W CONSTRUCTION: I I 2X 10'S� I `�,- � , 2x4 STUDS 0 24" O.C. I I r- r------1 �3) 2x12 �. 1 ! I 16 "o.c. °; ! R - 30 - 1/2" G.W.B. EA. SIDE 1 i STRINGERS, TYP. f I - w L 1 1 I .. o I! 7 --0" I , I I 13' -9" \� - I I I GARAGE FAMILY 3' -4" SO x 12 "D Q I i I ■ I + © w,, FOOTING w/ ( # I o II ° - K : Harm Travers BARS EA. WAY o Q1 I ti 1 II \— CRAWLSPACE I I -- i ' ` , , r ,p � , v 111 al ABV \ " ` � C j M me '' - /4" ii L I I, — _*` `�I R -19 ' 1 1 - l� rte' 1 ' „.„,V,..., � ' " ., I I ` 0 THICK CONCRETE SLAB ��` -�-' - / _ , ' CR AWLSPACE ' - ,,.::,-_,:;:: .,:i',: ',1 .,. :; 4: - ' 5 . 4 '-'" - *- , L t8” CLR. MIN. BETWEEN GROUND AND LOWEST FRAMING MEMBER. TYP. Q ^ cn w / 6 WWF, STEEL `! o y Q- y TROWEL FINISH . - 0� ��` "'' I SECTION B 1 n , I i -- P.T. 4x4 POST w /LCB44 ON 27sss I SCALE: 1 /4" _ - 0" - i -- I \ - - — _ 2 4 "x24' x8" CONC. FTC. L — w/( # BARS EA. WAY of NOTE: SF.as� E 1 l0' -10" — � ti ti ` Seattle, WA 98122 'S S P �n \\ w1 3 2x12 PLATE WASHERS ALL ANCHOR 09 / I V 4 ' -- - STRINGERS, TYP. BOLTS SHALL BE 2'X2 'X3/ 16" � u 4 T THICK AND SHALL BE USED ON _____N ,r..... y- _ _ THERE SHALL BE A _ ar \ — 1 — _ 4 _ -- EACH BOLT FILE CO • __ — — — — - . ____ MINIMUM OF 2 _ P.T. 2x ( ) BOLTS PER N nderstand that the Plan Che :orct .3 are I 2 . -$ „ 24 , -11 2, -8„ 20' -6' PIECE. ANCHOR BOLTS SHALL BE PLATE '' ' ap ~oval of — LOCATED NO MORE THAN 12" s not authorize the viI ;n of any —GONG. WALKWAY p - - -- y :: � . � errors and om i I / FROM THE END OF A PIECE OF (4) #4 BARS — TOP & BOT. --` a STEEL BAR i >r ordinance. RE It of con - -- - - � - -- 5 0 -g PLATE OR LESS THAN SEVEN BOLT CONTIN. I � � - � L trac t': 'approved plan cncwlede DIAMETERS. 1 2 -1-L - {. fi WALL HT. VERT. HORIZ. M Foundation /First Floor Framing Plan 0 2 ' ,s o.c. ,8" o.C. Scale: 114' =1' 3 , " " l 0 FOOTING /SLAB EDGE 4• " 10" 0.C. s SCALE: 3/4" = 1' -0" 8 , , " " TYPICAL SKYLIGHT CONSTRUCTION: * W/ STEEL CORNER ` 12 --- 4" MIN. CURB, 24" MAX SPAN • ' 7 � • OVERLAP 1' -6" 0.30" MIN. INTERLAYER ® GLASS 4 �. .'■ U.L. LISTED ASSEMBLY 4" CONC. SLAB W/ J / - ;- 6x6 -10/10 WWM. (TYP. J C4Ty i'F i iFitia ;r R -38 SIM. 5/8 "O x 10" A.B.S. ©32 "o.c. APPKIV ' _J n 7" min. Embed E0 'ir , - 9C0x10" ANCHOR BOLT O V/ k P 12 �_ \ t �` , - - - - II f AUG 2402 l 4' -O" O.C. EMBED 7" MIN. '► W Z. 1 /► 1 CV i ii �.. IJftll t r < 1Z ‘ ' < , Q � • W� ( - , _, 2x6 P.T. PLATE ASSUMES �� ,� / NO SURCHARGE 1 \ (3) 16d NAILS 0 EA. TRUSS �I " ! LIVING CONTIN. -_ 12 DIN /N G I x FIBERGLASS /ASPHALT SHINGLES x � YYx Y YYY ` A I' 1/2 OSB FINISH GRADE i DOW' 1 aar R -21 2" / FOOTING /SLAB \ =1 li .___(2) #4 TOP REBAR L Checked: x . co SEE SECTION FOR MIN. I ' i r -f _J i n n s POUT O I WATERPROOFING Date: SCALE: 3/4" = 1' -0" %� "` ROOF CONSTRUCTION # VERT. REINF. -°" -� " EDGE FLASHING / TIGHTLINE � r .� 1/325/02 r- J 0 1 r_� ROOF TRUSS _J ►z� 4" CONC. SLAB W/ 4" CONT. PERF. FOOTING i g o 0 0 - I 1 6x6 -10/1 O WWM. (TYP. ° 1 — a I z , METAL GUTTER ' -' �° subill r lR i . " � `_i OFFICE BEDROOM PER ROOF TRUSS MFG DRAIN w/ 16 OF � � - HORIZ. STEEL O C 8.- I 1 -, " ° % f L.•--• A7 I312RovIson1 - - STAMP OF APPROVAL I t GRAVEL AROUND —/ r _J ` �_ • Q �� • _ R -38 INSUL - I L- - - _ ___ 6 MIL. V.B. , , + i RECEIVED ,, .� r , 2x6 FACIA or OF TUK 4. `_ M - UG 0 2 2002 ` 2x BLOCKING W/ / r (2) #4 REINF. CONT. „ • I „ • I .,'r „Yrt + „,,1,ti,r•r,,,x�,r r ))Y ,rrtiv7Ylfc,, \ (2) 1 1/2 "'SCREENED HOLES ( #4 BA mun: flTEt4 //,____„--1 I UNDISTURBED SOIL �` t�Yirat� xt �x ( xx�'XZ t11 tir r ai Ja C ^ >>Yl iJ 1ti_ x �i A LA n 1 \r J 119 \ J ` Q EA. TRUSS BAY CONTIN. - } \- CRAWLSPACE / RE\ e SECTION A 18" C MIN. BETWEEN GROUND AND LOWEST FRAMING MEMBER, rY P. EAVE TYPICAL 0 SHEAR WALL FOOTING CD FOOTING WALL SCALE: 1/4” = 1' -0” / SCALE: 3/4" n. r-0" SCALE: 3/4" - 1' -O" SCALE: 3/4" = 1' -0" A3 2, a _ _ -.., _ ,._. .R_ - _, - .., , _., .- . _.. ._. _ .�. _._.. _..._. _. .. _ ,. . . , ,. . ICIMIWNIIIAM _/ _ f -./ FRAMING MEMBER 3/4" T&G EXT. PLYW000 -- -- 1 SPACING PER PLAN -- P.T. 2X6 RIM JOIST O , Shear Wall Schedule PANEL EDGES \� r _ m; 1 - _v LAG BOLTS &LEDGER P.T - 4X10 HEADER is i i Attachment Bottom Plate Attachment I %� PER TYP. DECK CONSTR. v = t t W /MTL. HANGER 4 s l Panel Edge - _ -1 2X BLOCKING WHERE , rk Sheathing Blck'q ace Nailing to A6clas to C apacity BLOCKED DHRAGM IS � c 1 ; f • >� - — — # MAX (SW1 1/2" GWB Each Side ; No 5d 0 Cox. 16d @ 9 16d 0 11 - 0.c_ 5/8" @ 72 "o.c. 250 l' . � ,:t7 . , 1 P.T. 2X6'S @ 16" 0.C. ✓ CONTIN. PANEL EDGES 4. \ -,: y' W/ HANGERS ISW21 15/32' APA Sheathing Yes 8d 0 6 "o.c. ° A35 @ 16 - o.c. 16d @ 6 "o.c. 5 8" @ 48 240 ' - : / 4 SW3 15/32" APA Sheathing Yes 8d ®4 "o.c. A35 @ t 6 "o.c. 16d @ 4 "o.c. /8" a.c 4 bERSW/ ST.T. 2 KING . �� ,,`� �, A, A - TR Nails shall 8 unsupported panel edges) top t : 0 L: plates and T ��- _: _ _t '\\': � \ P.T . 2X4 W /(2) 1/4 "�X3" _, blocking. Nail tp intermediate framing members w/ 8d CO 12 "o.c. ALL STUDS � ` ' 4 \ \N' \ ' \ ' \ 'r1 EXIST. & FIN. GRADE r _Xp. An;CHCio n� �4" O.C. - v\ \ A Framing at adjoining panel edges shall be 3 -inch nominal or wider and nails shall be s '_aggered where capacity exceeds 350 plf. \ \ \ \ i,,, ;• 1 \ \ ._ Foundation sill plate shall be 3 -inch nominal or wider and nails shall be staggered where capacity exceeds 350 plf. / 4 CONC WALKWAY I • . PLYWD. SHEATHING NOTE: CASE 2 OR 4 PER SBC TABLE 4 Gypsum sheathing may be substituted for GWE at exterior walls. Fasten sheathing with No.11 Gauge, 1 %4" long, 1 head, THICKNESS AS SPECIFIED NO. 25 -J -1 diamond -point galvanized nails at the scheduled spacing. 5 Fasteners applied to GWB shall be cooler or wallboard nails. Screws of equivalent dimensions may be substituted 1 for 1. Nailing ' applies to ell blocked edges and framing members. Plywood Floor Diaphragm Layout Entry Stair co Scale: 1/4 = 1'-0' © Scale: 1' = 1'-0' I WI= Mark Travers Ardhitect, aA ��: ,- -_, . - ' 'AA NOTE: . DECK LEDGER TO BE P.T. 4x10 w /(2) _-4 - �G� \C-'° �Gj � j �GD� y59 'c-i° S/8 "�X6" LAG BOLTS w/ WASHERS @ J e! 206.763-8496 `� � �j �`' �`' 4 24 " o.c. w/ JOISTS ON HANGERS cb\ <. ax: 208-328.32116 4x10 _ Z '' 4x10 4x10 4x10 4x1 4x10 4x10 4x10 X / 15 East Rafted .� L. - - -� 6.—......— ....—E * - -� is — - - - - -� __, ®-- I� -..-® -� Ii' - - - -∎9 WA 66122 [T DECK LEDGER � � • t / /n 5 ! I' • I r i T ' -... _. I ter... I , 2x10S @ I IL I 2 o 4 o I I COMMON _ �- oil 4x4 DECKING 1 4 I SKYLT • T RUSSES r r j x ■ ■ OVER 2x8'S .! L I �- @24 "o.c. I `r • (c) / . : 16" o.c. X ` 4x10 I I I �, NOTE: r- - a— - ---NI t-,-) , 1 ■ FLOOR DIAPHRAGM NAILING . • 2 \J>, , Y�T �I PER DETAIL 2/A4 TYP. 4x4 w/ I 1 SIMPSON ° <` ' I �,� AC4 I � 457 � COMMON TRUSSES ® ISW2i I �c��l 4x10 i ,w@ :24 o.c. I - SCISSOR TRUSSES ! ! ` i _24— : - --l• ! x' @ 24 " I I lid ) j I I .1 t ... . 2x10'S @ -ALIGN TRUSS OVER SHEAR r -] 16" o.c. I -62 �0 FIT % / / /// I WALL AND ATTACH w /A35 _�`E�� ~ > ! 4x' FLUB II- _ � @ 24 o.c. TO TOP PLATE j THI %AREA TO BE THE - ci[ I . , �' DBL JOIST r ONLY - EXCEPTION TO W -� 2x10'S @ FLOOR DIAPHRAGM ' 0 • c . L J 16 "o.c NA IL ING 2x 10'S @ Ce BACKFRAME O ■ 4 II GABLES w/ 2x6 o r+, 1 I - 2x12 16" o.c. o < + / r. X . . ■ ` STRINGERS, 0 @ 24 o . c . T TYP. DBL JOIST .4- F ` - EPC66 AT TOP OF BM, 4x FLUStiw BACK RAMS 6x6 UNDER BM, TYP. w/ I GABLES w/ 2x6 -" EP666 AT GARAGE FLOOR, TYP _ = -- 2x1O'" 2x 10 S `�-- S @ 16 o.c. @ 24"o. c. 4x4 COL w/ 4x 10 / "x 12 R00 FLUSH SYs 13Yz GLB 6 o.c. M I ` NM ON HANGERS tai 01F 1104° ° prawn; .p D .1 a SIMPSON PC44 TYP. - -- -- �...... ...41 — ■ - - - - \ - - - - - - - - .7 *---- �PP� Crnedced TT . 1 2x 10s @ 16" o.c. { i 4x 10 4x 10 bp2 ! ' !! I - EXTEND TRUSS - J` NO 0 2 ------- ®, - -` ■$ ---- -� r EPC66 AT TOP OF BM, .: _ �� �� ,� M � Y ' RAFTER TAILS 2x4 \6x6uNoRBMrPw/ 4x10 4x0 ;// j ; ,x14x10 � - / /c. FRAMING UNDER DBL JOIST @ CRIPPLE - -17 Date: 1/25/02 A k _ � � , E PB66 AT GARAGE FLOOR, TYP 6 /ax 15 GLB F�_ • °1 � , , �, � ___ �- STUDS ABO VE �Lp�1G I �- - - -®. -- - fi�`'' .�` - / � — - — - — - �! — . — . — - — . " Submittal !Revisions �tx 1 q 4x 10 �- P.T. 2x6' @ 16 o.c. w/ 1_ I 3 C EE FNVILA o o o NOTE: _ 2x10'S @ 16" o.c. ___` I / EXT. PLYWD w/ P . T . ���' � 4 � ti� � 4 / mo w ° ` �,`v . ° `"SW x" INDICATES SHEAR WALL LEDGERS PER 3/A4 r ''� 4 4 I (SEE SCHEDULE) L- 2x6 TRUSSED - PERMi ^ ® 6x12 RAFTERS @ 24 o.c. 5Y8x 12 2. ALL EXTERIOR WALLS ARE SW2 - — - — - ....... fig, - /•- - — - - —� - — - — - 3. SEE FOUNDATION PLAN FOR HOLDOWNS r � � -FLOOR DIAPHRAGM TO - • '' \, EXTEND TO THIS WALL - - 4. "MSTC" STRAPS SHOWN ARE / -- CONNECTING STUDS ABOVE THE 2PVd Roof Framing Plan FLOOR TO STUDS OR BEAMS BELOW Second Floor Framing Plan Scale: 114 = 1-0 . A4 . , • . . . ,. _ . . _. ._.,_. _ ... .. , . . I , . . . , 9 0 R Om limb 1 r I I W EE 12 E 4- L— Stamp of Record O O a 0 44) 1 1-- o 1 P \; 1 lo 1 • MEM Ki".);> ill �D Mark Travers Q —J 1.,._ a. j 1 zs :9,-.:. .:. O r co ,.,....,, , - <> - „g _ ., ,_ ,, , . . .. , .. . . ,. .. .... T el: 206. 7638496 F' • MI H y Fax 206-328-3238 2315 East Pice Street D.S. D.S. . WA 96122 ;. T .____ �4z y EXISTING & FINISH GRADE C — EXISTING & FINISH GRADE West Elevation North Elevation Scale: 1 /4" =1' -0' Scale: 114' =1' -0' w cD z P cD a w p I O I cc 1 w w p I ° J 7 CO 1 IX Q • O CO D.S. I — (9 — (6> ] 1 � � r t t \I \ �' / y I Q Qrawn. P {y T� Checked: TT O - �1 � _,,, - &T i i,�p. oil / — `1 CL AR 2 ° 1402 Date: 1 /25/02 o I � B , < B Ili c i tl� ' Submittal I Revisions tO CiLrn� -: / \ D.S. R ~ ' CITY OF RECEIVED Q \ // \ KWILH — - D.S. 1 I r FINISH GRADE 11` � — PERMIT CENTEt; C,......., C — EXIST. / FINISH GRADE EXISTING & FINISH GRADE • South Elevation East Elevation Scale: 1 /4 " =1'-0" Scale: 1/4 " =1'-0" . A5 _ . .... .. ., .. . . ... ...... _. .._ _ ..... ...._ .. . e to Timber _Connectors 000€1 wltd0065 Aitim GLAZV C - 58 3 Timber connectors cabled out by titters and numbers shall be "'Strong -Tie" by 49 Structural steel shall be ASTY A -36. Fr =36.00O psi;_ All weldi=ng shots conform _to the 27 Glazing in comp1iovice with WC Section 2406 and Mlos++�ington State Safety Goss Simpson jompony. as specified in their :ato+og_ Equivalent devices by other manufocturers AMTS codes for arc and gos welding in budding construction. MI welds shall be 3/16 Low. Exceptions ore os Outlined it MSC Section 2406.4_ may be substituted. provided they have ICBO approval for equal or greater load copocities. minimum unless othe noteo welding electrodes shoe be E70XX electrodes for monuol _ GENERAL NOTES Provide number and size of fasteners os specified by monulocturer Connectors shoe be shield ar shielded metal-ix( welding or equal electrode for their welding processes_ Welded joints 28. Glazing in locations subject to hum,n ' impact such os gloss on doors g lazing vothn installed in accordance with the manufacturer's recornmendotions Where connector strops shall conform to AMPS we quokf*d joint details for welded construction. MI welding shell 12" on either side of a door opening, glazing closer than 18 to o floor. shower door and connect two rnerr5ers. place one -ha'f of the nods or bolts in eoch member AM boils in be performed by AWS certified welders. lAscelloneous hangers to be Simpson or opproved tub enclosures shall be wire reinforced. tempered gloss. laminated safety gloss or shatter The following notes apply except where shown otherwise. wood members shall conform to ASTI1 A307. Provide washers under the heads and nuts of equal. NI hongcrs to be fostered to wood with proper nods. AN holes shall be nailed_ resistant plastic. oN bolts and lag screws bearing on wood. Unless noted otherwise. on nods shoo be Ni nods shall be common wire nods_ Mochine bolts to be A -307. Anchor bolts shall be common. All shims Sholl be seasoned end dried and the some grode (minimum) os 5./8' diameter at 2' -0' o.c. embedded 8" There shoe be o mini=mum of 2 bolts per 29. Siding gloss doors to be safety glazing. laminated or tempered gloss. members connected. All joists shall be connected to flush beams with 'U Series Joist loch piece with one bott located within 12" of eoch end and within 12" of eoch corner. Hangers. unless otherwise noted Provide stondord plate was•ners under au bolt heads and nuts 30. Shower endow►es shod be approved w ire reinforced, tempered or laminated solely bearing on wood. gloss or shatter resistont plastic. Ovosum Wollboorcl MISCELLANEOUS 59. Screw to all studs, to and bottom 50. Lumber (unless noted otherwise) 31. Glazing within 18" of floor and greater thon 18' in least dimension shall comply with 1 • These drawings are the exclusive property of the Architect and may be reproduced p plates and blocking with t - t j4" Type N screw, impost foods per UBC Section 2406.4_ only with the written permission of the Architect_ Authorized reproductions must bear the 4" o.c. at lowest f :oor level and of 7' o.c. at upper floor levels 5/8" GWB to use Joists and Rafters (incl. 2x6 Douglas Fir No. 2 Home of the Architect. 1 -1/4" Type N bulge head screw (0 GWB shear woes only). and larger members used minimum basic design stress 32. All exterior won glazing shall comply with Stote of Washington Energy Code. as studs and plates) fb= 900 psi 2. AN construction shall conform to the 1997 Uniform Building Code (UBC) and be in 60_ At areas shown to be fire rated wolf. use 5/8" type "x" gypsum wallboard and fosten 33. Egress in every sleeping room shot! hove a min. net clear opening of 5.7 SF. The accordance with the Washington State Lows and Regulations and various codes imposed by with 6d cooler nails 0 7' o.c. or 1 -1 /4" Type N bulge head screw: stagger joints. Tape Beams and Stringer! Douglas Fir No. 1 min. net clear opening height dimension shall be 24". and min. net clear opening local authorities. This project must also comply with 1997 WSEC. oil joints. minimum basic design stress dimension of 20 ". Finished sill height to be not more than 44" above finished floor per fb= 1350 psi UBC Section 2406. 3. Do not scale these drawings for critical dimensions Contractor to verify all dimensions and datums before commencing work and be responsible for their accuracy. Posts and Timbers Douglas Fir No. 1 Dimensions shown are typically to the face of framing stud, unless noted otherwise. 62. STRUCTURAL DESIGN CR :TERIA minimum basic design stress 4. Vent dryer. both fans. ranges/ovens. and fire laces to the outside. psi rY P Truss Loads 20# DL Uniform per In. ft. 50# LL Uniform per In. ft. Studs. Plates and Misc. Douglas Fir construction grade FIREPLACES 5. Vertical shots (dumbwaiter, laundry chute, etc_) shall be lined with 5/8" Type "X" Light Framing 34. Fireplace code per UBC Section 3102 -7, local Building Department and requirements hosed on 10 +2 GWB or 24 ga. sheet metal. i. 9 Pa 10+25 psf with trusses of manufacturer. See further notes on fireplace section. 0 2' -0 ". Point loads as noted Glue Laminated Timber 24F -V3 Stamp of Record psi 35. Masonry fireplaces and chimneys ore to be constructed to conform to a applicable FOUNDATION on truss drawings_ fb =2400 Roof Live Looa 25 p 6. Footings and foundations shall be provided as shown on the drawings. Unless Floor Live Looc 40 psf, 50 psf 0 B oat. All other lumber Hem -Fir standard or better portions of the UBC and SMC. Flue liner min. 5/8" fire cloy (or equiv.) per UBC Section spec ficolly provided shall conform to the requirements of the UBC. Footing s otherwise s y p q g 3102.3.4. Flue area per UBC Section 3102.3. Chimneys shall support only their own shall extend below the frost line_ Stair and Corridor Live Load 100 psf weight unless specifically designed to support additional loads. Mechanical Units Weights furnished by manufacturer 51. All framing to comply with UBC Chapter 23. Nail size and spacing to conform to Wind 80 mph Exp. "B" UBC Section 23 and table 23- II -B -1. All timber to be kiln dried. All grades shall 36. All fireplaces are to be provided with tightly fitting flue dampers. operated with a 7. Foundations supporting wood shall extend a minimum of 6" above adjacent finish Earthquake Zone 3. Z =0.3, R =5.5 conform to "WWPA Grading Rules for Western Lumber ", most recent edition. Bolt heads readily - accessible manual or approved automatic control and on outside source of grade per UBC. Allowable Soil Pressure 2.000 psf and nuts bearing on wood shall be provided with standard cut washers. All wood in combustion air, min. duct size of 6 sq. inches in area. provided with readily operable Equivalent Fluid Pressure 35 pcf contact with concrete shall be pressure treated or protected from decoy. All noilin not damper. located in front 8 Foundations where the surface is sloped more than (1) foot in 10 y- g P port of firebo F ireplaces must be installed per an UBC anal i P ( ) ( ) feet shall be noted on drawings shall conform to UBC Table 23-11-8-1. See miscellaneous steel for local conditions of approval. See fireplace details for further information. level or shall be stepped so that both top and bottom of such foundation are level per ENERGY NOTES hangers. At sawn timber joist areas: Provide cross - bridging per UBC Section 2320.8.3 UBC Section 1806.4. and solid blocking at bearing points. Provide double joists under all partitions. Provide 37. Prefabricated fireplaces. chimneys and related components to bear U.L. or ICBO seal General double joists each side of openings unless detailed otherwise. Provide solid blocking over of approval_ 9. Pier footings under bearing walls of post and beam systems and concentrated loads 63. All materials. workmanship and construction shall conform to the requirements of the bearing partitions. walls and beams. Attach timber joists to flush headers and beams with shall hove a minimum of 10" edge thickness and shall project o minimum of 8" above Code and the Washington State Energy Code. latest edition. Verify all Simpson series metal joist hanger to suit the joist size. 38. Hearth Extensions. Hearths shall extend at least 16" from the front of. and at least exposed per 5 Uniform Building 9 9Y y 9 1 8. ex areal earth er UBC Section 2317.5. :_ conditions before proceeding with work. 8" beyond each side of the fireplace opening. Where the fireplace opening is 6 plywood SF or larger, the hearth extension shall extend at least 20" in front of, and at least 12" 10. Where structural columns and posts are exposed to weather or water splash above Insulation 52. Plywood panels shall meet the requirements of the latest edition of "U.S. Prod•jet beyond each side of the fireplace opening. a concrete surface. provide a 1" plinth above the concrete surface per UBC Section 64. Walls: Insulated with R -19 bott (for 2x6 walls) and R-11 batt (for 2x4 walls) unless Standard PS-1 for Softwood Plywood "_ Each piece shall bear the APA grade trademark of 2317.5. Mark Travers noted otherwise. the American Plywood Association. Plywood roof and wall sheathing to be C -D INT -APA 39. Provide 2" clear between masonry and framing members at fireplaces. Architect, AIA with exterior glue) 11. Provide 18" minimum crawl space under wood joists and 12" minimum crawl space g ) per UBC Standards unless noted otherwise. Minimum plywood to be 6" 65. Roof and ceiling: Insulated with R -30 butt. Provide insulation in ceiling where o.c. at all su pported edges g and 12" o.c. at interior supports. Nails to be 8d common for under wood girders per UBC Section 2306.3. possible and in 2x12 rafters if vaulted ceiling conditions exist. Maintain a minimum of 2" 1/2" plywood. 10d common for 5/8" and 3/4" plywood roof and floor sheathing. Stagger 12. Provide electrical ground wire embedded in foundation per electrical code. clear between top of insulation and buttcrn of sheathing for venting. Venting must occur and lop at roof and floor sheathing. Nails shall be driven flush but not fracture the in each joist space. Where continuous venting is within o joist space by a header (i.e. surface of the sheathing. All floor sheathing to be glued and nailed continuously at all 13. Foundation plates shall be bolted to the foundation with no less than 5/8" nominal skylight or at hip -end), provide (2) 1-1/2" venting holes at the top of the rafter at the floor joists. Span rating shall be 40/20 in 3 " floor sheathing and 20/0 in )C roof /wall header to allow for continual through - venting into the next joist space. sheathing. diameter steel bolts embedded at least 8" into the concrete and spaced no less than 24" STRUCTURAL NOTES apart. There shall be a minimum of (2) bolts per piece and within 12 from each end, 66. Floors: Provide R -19 batt insulation over unheated space unless noted otherwise. 53. At shear walls: Nails shall be 10d common for 1/2" sheathing with all edges blocked, unless otherwise noted. 10d nails @ 4" o.c. @ edges and 10" o.c. 0 field. General 67. Slab on grade: Provide extruded rigid closed cell insulation R -10. Insulation to 41. All materials, workmanship and construction shall conform to the requirements of the 14. Aground cover vapor barrier of min_ 6 mil (0.006 ") polyethylene (or equivalent) Tel: 206- 763 -8496 { provide thermal break between slab and footing and run from the top of the slab to the 54. Support shall be supplied to all plywood edges with plyclips, blocking, tongue and Uniform Building Code, latest edition. Verify all dimensions and condition before shall be installed in all crawl spaces, joints lapped 12 ". Extend up foundation wall at bottom of the footing. Insulation may be interrupted for 6" every 2 to allow for groove plywood joints or other approved methods to proceeding. Provide erection bracing as necessary until permanent support least to outside ground Tax: 206.3283238 doweling to tie slob and footing together. 9 P Y J PP per APA recommendation. Supports o P 9 g y p pport anal stiffening g ound line. occur at 4" o.c. ® edges and 6" of field. ore installed. 2315 East Pike Street 15. Crawl space ventilation minimum net area not less than (1) SF for each (1 50) SF. Seattle, WA 98122 68. Vapor Barriers: An approved vapor barrier shall be installed at exterior walls and at Glued Laminated Members Demolition Openings shall be placed as close to the corners as practicable and shall provide cross all roof decks, below enclosed joist spaces where ceiling finishes are directly installed to 55. Glued laminated members shall be fabricated in conformance with U.S. product 41.1 Contractor shall verify all existing conditions before commencing any demolition. ventilation on at least two approximately opposite sides per UBC Section 2306.7. joists. and any other wall or ceiling surfaces which receive insulation. This vapor barrier standard PS -56 -73 for structural glued laminated timber. All members shall be fabricated Shoring shall be installed to support existing construction as required and in a manner - may be a component of the insulation material_ Application and installation of insulation of industrial grade western woods in accordance with American Institute of Timber suitable to the work sequences. Demolition debris shall not be allowed to damage or 16. Unobstructed access to crawl space to be min. 18" x 24" per UBC Section 2306.3. and vapor barriers shall comply with State of Washington thermal insulation standards (H.B. Construction (AITC) Specifications using water resistant glue throughout. Each member overload the existing structure. Limit construction loading (including demolition debris) on 96)' shall bear on AITC identification mark and be accompanied by an AITC certificate of existing floor systems to 40 psf. 16.1. Plate washers at all anchor bolts shall be 2 "x2 "x3/16" thick and shall be used on conformance. One coot of end sealer shall be applied immediately after trimming in each bolt. Thee shall be a minimum of (2) bolts per piece. Anchor bolts shall be located ELECTRICAL NOTES either shop or field. Soils Soils Report# dated no more than 12" from the end of a piece of plate or less than seven bolt diameters. 42. Unless a soils investigation report by a qualified soils engineer is provided and 69 All electrical materials, workmanship and construction shall conform to the Laminated Veneer Lumber (LVL) attached, footings on natural soil foundation design is based upon a minimum average soil bearing of 2,000 psf. 16.2 Epoxy - grouted items specified on teh drawings shall be grouted with epoxy - tie requirements of the Uniform Building Code and the Uniform Electrical Code. latest edition. shall be cast o undisturbed firm natura so or compacted soil of 2,000 psf 55.1 Laminated veneer lumber shall be manufactured under a process approved by the adhesive by Simpson Strong -Tie Company. Install in strict accordance with manufacturer's Verify all conditions before proceeding with work. National Research Board. Each piece shall bear a stamp or stamps noting the name and bearing capacity at least 1' -6" below lowest adjacent grade, free of organic materials. recommendations. Special inspection of installation is required. plant manufacturer, the grade, the National Research Board number, and the quality Footing excavation shall be free of loose soils, debris and free of water at all times. 70. All electric hot :ater heaters shall be provided with a shutoff switch close to the control agency. All laminated veneer lumber shall be manufactured in accordance with tank. NER -126 using Douglas Fir veneer glued with a waterproof adhesive meeting the Concrete requirements of ASTM D2559 with all grain parallel with the length of the member. 43. The selection of materials for, and the mixing and placing of all concrete, shall 71. Provide and install smoke detectors in compliance with governing codes. Smoke conform to the requirements of the Uniform Building Code, latest edition. Materials shall P 9 9 9 FRAMING detector to be 110v w/ battery bock -up, interconnected. Fb = 2600 PSI, E = 1,800.000, Fv = 285 (for 1.8E members) be proportioned to produce a dense. workable mix, having a maximum slump of 4 inches 17. All framing shall be provided as shown on the drawings. Unless otherwise which con be placed without segregation or excess -free surface water. Water- cement specifically provided. framing shall conform to the requirements of the UBC. ty Design shown on plans is based on lumber manufactured by the Trus -Joist Corporation. ratios for 2500 PSI concrete strength (F shall be a maximum of 6 gallons of - 0 MECHANICAL NOTES (Residential only) Alternate manufacturers may be used subject to review and approval by the architect and water /sack of cement. The minimum number of sacks of cement per cubic yard shall be 18. Foundation cripple walls shall be framed of studs not less in size than the studding 0 structural engineer. Alternate joist hangers and other hardware may be substituted for 6 . 0 . above with the minimum (wall height) length of 14 ", or shall be framed of solid blocking. 0 72. All mechanical materials, workmanship and construction shall conform to the Uniform items shown provided they have I.C.B.O. approval for equal or greater load capacities. All When exceeding 4' -0" in height, such walls shall be framed of studs having the size : 0) Building Code and Uniform Mechanical Code, latest edition. Verify all conditions before joist hangers and other hardware shall be compatible in size with members provided. 44. A water reducing admixture, conforming to ASTM C494 Classification D, shall be used required for on additional story per UBC Section 2326.11.5. C proceeding with work. in strict accordance with the manufacturer's recommendations. An air entraining agent, "D Parallel Strand Lumber (PSL) conforming to ASTM C260, shall be used in all concrete mixes. The amount of entrained 19. Fire and drat stops shall be installed to cut off enclosed openings, both W 73. Mechanical ventilation systems capab :e of providing 5 air change; per hour shall be 55.2 Parallel strand lumber shall be manufactured under a process approved by the air shall be 4.5% plus or minus 1.5% by volume. Maximum area of slab before control horizontal and vertical, between all floors, attics, etc., and shall conform to the �D provided in rooms not provided with an operable window of 1.5 sf or greater per UBC. National Research Board. Each piece shall bear a stamp or stamps noting the name and or expansion joint: 200 sf. requirements of UBC Section 709 and 1505. 0 plant manufacturer, the grade, the National Research Board number, and the quality provide control agency. All parallel strand lumber shall be manufactured in accordance with rout •'" P 20. All exterior walls and main cross stud partitions shall be effectively and thoroughly A-0 E 74. Hot water heaters shall be provided with pressure relief valve. If electric, shutoff switch close to tank. Insulate in compliance with Washington State Energy Code. NER -292 glued with a waterproof adhesive meeting the requirements of ASTM 02559 with 45. Grout shall be Masterflow 713, or acceptable substitute. braced per UBC Section 2326.11.3. (13 All hot water lines shall be fitted with snap -on insulation in compliance with Washington all groin parallel with the length of the member. V ! 4--- 0 State Energy Code. Masonry 21. Rafter ties maximum 4' -0" o.c. where ceiling joist and rafters are not parallel, LI-- C Fb = 2900 PSI, E = 2,000,000. Fv = 290 (for 2.0E members) 46. Masonry bearing and shear walls to be reinforced. Units to be load bearing grade. fasten as required per UBC Section 2320.12.6. •U Whole House Ventilation System (Residential only) Only type "s" mortar shall be used. All masonry reinforcing requirements shall conform to 75. 6" diameter duct from outside to the return air plenum. Minimum 0.35 air changes Design shown on plans is based on lumber manufactured by the Trus -Joist Corporation. Chapter 24 of the UBC. Garage occupancy separation taped p er UBC �' 9 Y P 22. Giro a anal house occu one se oration min. 1 hr. to ed and finished N- per hour, but not less than 15 cubic feet per minute per bedroom plus an additional 15 Alternate manufacturers may be used subject to review and approval by the architect and Section 302.4, Table 3 -B. 20 min. required in 1 hour wall. 9 structural engineer. Alternate joist hangers may Reinforcing door re q (1 -3/8" solid core Q. cubic feet per minute; maximum air changes per hour must be limited to 0.5 air changes 9 j st han ers and other hardware mo be substituted for 9 Steel with closer) Garage with habitable space above requires all bearing supports to be 1 hour (0 per hour. the system must supply outside air to all habitable rooms through the forced items shown provided they have I.C.B.O. approval for equal or greater loud capacities. All 47. Unless noted otherwise, all reinforcing steel shall be deformed bars in accordance rated• oir heating system. joist hangers and other hardware shall be compatible in size with members provided. with ASTM specification A615, Grade 60, of the sizes shown on the drawings. Welded wire fabric shall conform to ASTM specification A -185. Minimum reinforcing in concrete slabs Roof Trusses on r 23. Tub surround shall be a 6' -0" above finished floor with water resistont booking. 76. All ventilation system controls shall be readily accessible and be capable of operating g ode and sidewalks shall be 6x6 -W1 .4 x W1 .4 WWF. Lop one full mesh at splices. :., , ri ���� ne 56. Trusses to be designed by a licensed Washington State Professional Engineer. Roof Reinforcing steel shall be securely tied in place with #16 double annealed iron wire. Bars 24. Stair Notes: h Minimum air s stem shall be ui / trusses shall be plant fabricated of Douglas Fir -Larch or Hem Fir. All mechanical shall be detailed in accordance with the "ACT Manual of Standard Practice for Detailin u ea room 6' - 8 min. tread 10 max. riser 7-1/2", handrail Drawn: IBJP y q peed with a clock timer. P 9 min. 34" and max. 38" above stair nosing, handrail to be 1-1/2" cross section and 2" connectors shall be UBC approved and loads shall be in accordance with the allowable Reinforced Concrete Structures ", latest edition. A minimum lop for all bars shall be 1' -6" away from wall. Install fire blocking at mid stringer span and at wall along stringer. Checked: MU 77. All ducts shall terminate outside the buildin Exhaust ducts in systems that o erate stresses of truss connectors for approval and verify all truss lengths prior to fabrication. 9 y P or 30 bar diameters, whichever is more intermittently shall be equipped with a back draft damper. All exhaust and supply ducts in Shop drawings shall include a placing plan, load diagrams and erection bracing and of handrails 6" walls and soffits of usable space under stair with 5/8" type "x" GWB. Return ends hondlin requirements. a stomp. No field " unless otherwise noted. wr� unconditioned spaces shall be insulated to a minimum of R -4. The back draft damper 9 q rements. Each wood truss member shall carry grading P' Cad ni 1 440 shall be a minimum of 6" diameter. modifications of trusses will be allowed without the manufacturer's approval. (3) sets REINFORCING STEEL PROTECTION 25. Attic ventilation: 1/150 SF of attic area or 1/300 if 1/2 is in soffit and 1/2 is 3 Date: 1/16/02 Shop drawings required. Submit shop dwgs as required by local authority. 78. Outside air inlets shall be screened or otherwise protected from entry by insects abd USE PROTECTION ea s aroun a above plate line per UBC Section 1505.3. Provide holes in framing members of rafters 20 2 debris, and shall be located so as not to take air from the following areas: Roof Froming Slab and wall bars - interior faces 3/4" and headers openings in rafters to allow for continuous venting so no rafter space R 7 0 57. Provide continuous blockin for rafters at the supports contains non - vented air. M� Submittal I R@VlSionS pports and cross bridging as S and wall bars - exposed to 2" ( #6 and above) 1t0 g Closer than 10 feet from an appliance vent outlet, unless such vent is 3 feet above the required. Provide blocking and bridging for trusses per roof truss manufacturer weather and /or earth 1-1/2" ( #5 and smaller) , readily accessible • !ry outside air inlet. requirements. Flush beams not called out on the plans shall be double joists. All 26. Attic access min. 22" x 30" with min. 36" unobstructed headroom, t0 O t tJt vertically laminated beams and headers shall be spiked together with 2 rows of 16d nails Footing bars 3" opening per UBC Section 1505.1. pttti 0 1 2" o.c. staggered. � Where it will pick up objectionable odors, fumes, or flammable vapors. 99 ered. 48. Provide corner steel bars to match horizontal reinforcement. Where a concrete wall A hazardous or unsanitary location. Bearing Wall Framing: 2x4 studs unless noted otherwise end does not intersect another wall, hook horizontal bars 90' and provide a 6 bar REC - - - - 58. Not less than (3) studs shall be installed at each corner on on exterior wall. All diameter extension. At all walls lap vertical steel 42 bar diameters with footing dowels. Cm' OF TUKVVILn A room or space having any fuel- burning appliances therein, door and window headers not called out on the plan shall be (2) 2x10 D >F> or H >M> #2 Concrete walls shall be reinforced as shown on. the plans and details anal if not shown with one cripple and one stud each end for openings 4' -0" of less and two cripples and shall be # ® 16" o.c. each way at the centerline of a 6" wall and # @ 12" o.c. each Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent one stud for g o enin more than 4' -0 per UBC Chapter 23. All columns not tolled " wide way of the centerline of an 8" wall. PERMIT F 0 P opening is at least 3 feet above the air inlet. out on the plans shall be (2) studs. Spike laminated columns together with 16d nails The outside air connection to the return air stream shall be located to prevent thermal 16" o.c. staggered. All wood plates and blocking in direct contact with concrete shall be .. shock to the heat exchanger. pressure treated or protected from decay. Stagger splices at top plates a minimum of 48" typical and nail per Table 23- II -B -1. ` ii i N I 4 r A e Ill i ,r, 1 M A PORTION OF THE SE 1/4 OF SEC. 3 TWN. 23 N, R. 4 E, W.M. u �0 +30 1 30 . �.� *v GENERAL NOTES: _ 4I•. • e RI,.• EL- 160.32 a ® SEWER, WA ER, AND STORM DRAINAGE SYSTEMS WITHIN PRIVATE N. 149.f7 •L • s : {- EASEMENTS SHALL BE PRIVATELY OWNED & MAINTAINED. ' THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING } UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE TWO F * �� �� v ' ?P ` CB (TYPE 2) UTILITIES WORKING DAY BEFORE BEGINNIN UNDERGROUND LOCATIO CENTE AT (1 oN -800- Au 424 -5555) 9ENCI { MARK RIM EL. 161.12 ! - VAT( 5E J !/E. EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE � `I UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW ` UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, L I ~ �+ �. \`� / \ '� \ \ \ `,\ � \ ' S'N I I 1 I ' I \ PROTECTING, STABILIZING AND /OR REPAIRING SAID UTILITIES I 3, ;' \ \ \ SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR o' / / i I ` I \ Q �� \ r I � , 7 SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING \ I c j t t ` : o ` \ � � ` •� \ y CONSTRUCTION ON THE RECORD DRAWINGS. 1 \ .._ _ :, li „ ¢ rMc 22 \ \ \ \ \ \ THE CONTRACTOR IS RESPONSIBLE TO TAKE AL. NECESSARY 8 : = 12 �, • `. \ 10 LF 36 " Cp.:" \ \ \ l - PRECAUTIONS TO AVOID EROSION DURING CONSTRUCTION. � \ \ \ \ ` 1 MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED 1 � _ ' ' � .ti88'38'OS _ _ OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE \ 105.02' \ , i CE PE - a \ 75 ` . ^ z / SCALE: 1 " = 20 ' AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO RIM ( EL. ? 5.52 � I \ � ADJUST T4JfC W I OT C� \ \\ \ \ � \ \ :_0.0 _ G� y ,2 SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR E..E. 153.62 G + o a PARCEL 280 i o � ' _ % \ - - - / S DISPOSAL OF MATERIAL.. ALL WORK ASSOCIATED WITH THIS • 5 z v I cv ` \ T -� - / x TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. 2 ' • 6 755 .9 6 SF V I I a I , --- , , \ \ 7._ \ . - - �c�} - - - 5' 30. 6FS yL HOT TAP I a,' i `' ` _ "Imo' I 5 P , \ i � - _ V THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE 8x8 TAPPING I c 5C 1 0 I LO T 2 \ \ � \ \ �� � LOT ^ CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL SLEEVE (FULL Y (EXISTING HOUSE I 2 , _ \ \ \ c�, ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND CAST/D.I.) �; D # 10436 47TH S. UNDERGROUND I YD #2 6546 SF \ 6552 SF / N ,r; THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. I AVE. - "� 905Y CAST TAPPING GATE N I , FF 157E SECONDARY 1 , \ -a Q \ \ \ s r \ \ � \\ a VANE & THRUST ' ° I : . -5.")- APPROX. 900 SF 1 I I ! \\ N_� �\ \ \\ TYPICh._ BLDG BLOCK. t �r I , _ � - - - \ ' " I 1 \ \ SETBACK LINE. . / .:., SSMH. #1 N ; _ W 8 ¢ DI y- I . i SEE SHEET C -4 FOR \\ \\ \ �,'' - - - r SS OUTSIDE DROP I ' i = f W WATER IMPROVEMENTS AND ) , COMPLETE SEWER AND RIM EL. 153.3E N., r III NO CONSTRUCTION SSMH \� �,�- . \ N , ?0. 3 1...>a, CONSTRUCTION SEQUENCE EST. IE. 136.64 f,,2 I ENTRANCE THIS SIDE " o! STA. 1 t` SHT. C -5 FOR DETAILS. o \ .......\ __N 6' o M/ ( O '\' '4C LFt S " 8 ¢ PVC I \ 4, 4 ��� O � " 1.Schedule and attend Pre - construction meeting w /City of Tukwila. Call one -call. D - p 12 0 CPEP I S �\ � YD # R-4 S0• \ \ I V ` ,` ,� I \ D M�` ' \ � R ' �\ \ \ ; . 2.Provide construction staking for limits of clearing, line and grade of utilities e ' I N8 8'38 G5 "W 105. � � x / - \ 0 0 \ ��� ,� I } � and miscellaneous structures as shown on these plans. c"'. e4.4P, 1E. 1454P{-- 4 CB #1 (EXISTING TO DE REPLACED W/. TYPE 2) �I� �S�� \ \ �\ 63 / these temporary erosion and sedimentation control (TESC) measures as shown on I PP RIM EL. iG2.92 157 SEE 6 6 cot "qS B �I�T'' J uE�TS ► I F z plans and as required by the City of Tukwila. 7'x? 2'x12" DISPERSION 6 ' \ 5. 7E N. I 1 50.9 12 "0 CP (EX.)- I N e S6 R.'...,, PAD. " -24 RIP RAP ` a. 20 (Ex.) \ i I A S WIDE DRIVEWAYS (TYP) \ 4.Sawcut and remove pavement from areas to receive landscape, bldg, or other WITH MEDIAN STONE �o I N 16 FT. \ / 77 1 -HE- 1"48:-6 - 4 "�"P - -'EX: TO-BE --RENO \ 0 � R improvements. Vtf3j TMi , o I 1t PER CITY STD. PLAN RS -8C. \ i ' 76.853 OF 1 F . , C. IC. 148.0 124-- AOS�k•- 2- \ e N SEE Shit. SEE SHEET C -6. / /� RC r `\l AER _ � 0� ER \ Q1 I C-3 / CONSTRUCTION F 5.Clear, grub and haul material from the site and dispose of as required. I 1 o I I \ & TEL �E. ` �r I \ .pRAINA � E. �a f -S , ENTRANCE SEE / 9' , (3-, rn 1 r IL SHT. C -3 _ 6.Rough grade for proposed building pads and utility alignments. • k 51. RPE 1 I I 6 1 , CO # 1 p / \ i \ 1 N \\ o I I S B #3 5 , E S MT - ) \ 4411! ' ;� . / o3 7.Construct improvements as shown on the approved plans (utilities, paving, etc.). I c • \ \ \ \ \ I I r �6 ¢. • RAW/ I 4 &.Perform final grading, cleanup and application of ground cover. I I I \ \ \ 0 1 � � II NEW ACP ACCE ROAD �> /3,4,* R. W. 5 \ \ 1 I \ \ LOT 3 ' °' & 80'0 CUL -D C TO `BE ! i 9.Remove TESC measures. 5'- 6 � N SFP . �� ? t�911 \ \ ► I 681 1.28 SF kr. CONSTRUCTED WITH EASEMENT. h // / 440P/07/1' /'51.3r NOTE I - - - , 588'38'05 c - - 15.00 1 \ \ CENTERLINE OF 4- OCCD PRIVATE I - - N ' R AD. FACE. - LOTS N WILL RE ADDRESSED OFF OF ST REET OPENING. EXCEED CITY STANDARD S. RYAN WAY PER FIRE MARSHAL OLIVAS 16 \ \ TP. EACH SIDE OF\ PNS PER CITY :NGINEER M MO / ATED JULY 2, 98. FL EL 71.53 DIRECTION GIVEN BY TELEPHONE ON 3/23/99. ¥ l.5 42 \ \ 4 i ENTRANCE. / ,D 1 11 II ' P \\ \ x ' 7 - 24 I I 5' � ; / FG S I, 12.5' RAD. CURBFACE. PCAL EACH I 171'65 SITE PLAN INFORMATION f / , 1 x SC.2- I \ ` \ I / ' SIDE OF STREET OPENIN EXISTING USE: VACANT LAND & SINGLE FAMILY RESIDENTIAL (SFR) � I \ I o I / 0 2 / 7 /p CA PROPOSED USE: SFR FOUR LOT SHORT PLAT (SP) AND SINGLE 3S■ I I '� - ` �' I \ 6 0 .5 6 \ �/ / \ I [ _�0 d'4' , / F R�. / 1 N -\ I I 1 > 40 �� LOT --.• 11R1-1 "STOP ' SIGN / ,,� •HF LOT BY BOUNDARY LINE ADJUSTMENT (BLA). - V. I I ' STO N SHALL c s q N y \ t\ x 1 60 . 858 i F U ` a \ p \ YD #4 FGS / 6 �F �� COMPLY WITH `� • y 'N SITE AREA: SP AREA = 33,242* SF = .763E ACRES N I p �i \ C0 � ► i SEC. B OF MUTCD. qr BLA AREA = 6,756± SF = .155E ACRES \ I �\ � \ Z `� `C # ' _ 7 (IE. RyFLECTORIZED) I� 57 / 1 / N. (-Ng< \ I \I \ / \ ,. • �� \ I 168.029 'T • W I I \ \ \ 46 ',/ \ \ \ / \ \ / •.°' a R C F L / TOTAL BUILDING AREA = 6,400 SF > I \ \ \ \ � - _ \ - _ \\ _ \ �" _ T \2 9, 'h� /,. \ ' I 1 6g 50� PAVED AREA: 600 SF /LOT + 6771 t SF ACCESS = 9,170E SF 20' \\ _ \ \ \ -\ \ \ - / \ v � �" RCFL LOT COVERAGE: 35% 1 \ - - \ - - - \ \ �. \ 134.61 - \ _ __/ � N TOTAL IMPERVIOUS: 15,570* SF = .36± ACRES (SP ONLY) N. I -�•• 4.160 \ \ N88'38'05"W \ \ \ 'cr � \ " \ N N � LANDSCAPING: NONE REQUIRED t ‘ I A) P \ \ \ \ � N \ 1 \ \ \ \ \ \ N / )C 148.t10 I \ N vi \ \ \ N 40 N PARKING: 8 \ 1 SSPK x 36 913 \ N x 1 N 38 39 ` \ REQUIRED 2 SPACES PER RESIDENCE \ Cr! I Fes FGS N. x 54.637 x ? 56. 7 \ \ X :if CFL 4 6 PROVIDED 2 SPACES PER RESIDENCE e. � 1 I \ \ FGS \ FGS \ \ 3. 5 c \ TRAFFIC IMPACT: TRIP RATE = 36 ADT li Cer i a . - -V \ \ \ \ \ \ \ \ \ N 10% PM PEAK = 4 TRIPS I \ `s \ \ \ / FINISHED FLOOR: EL. VARIES 12 .� N € 0 \ \ t 80 N Iv x 147. 2 x 45.694 \ \ \ \ �- \ 164.642 „ i RPE2� I FGS x FGS 754 \ 71 \ \ \ \ Q RCFL BUILDING HEIGHT: 30 -0 MAXIMUM SSMH # 67 \ \ \ \ N 30' RIM EL. 148.3 x 154.6 7 \ N N IE. 132, F � S . `�\ 52 \ � N A\ WORK IN ROADWAY NOTES \ \ \ WORK IN ROADWAYS MUST DISPLAY SIGNS, CONES, FLAGS, ETC. 1 , _ 45939 \ \ \ N / N BE BY PERMIT ONLY. N \ PER THE MUTCD. ALL WORK REQUIRING LANE CLOSURES MUST 14_0 IN I HNJ R \ \ N / / \ \ V ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS, USING STREET SWEEPERS. USE OF WATER TRUCKS SHALL BE AT THE \ \ 81 \ DIRECTION OF THE CITY INSPECTOR. 159.951 RECORD DRAWING R'�F L2 N PEDESTRIAN AND VEHICULAR ACCESS TO OCCUPIED BUILDINGS SHALL Based upon best available information N BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR APPROVAL FROM obtained during construction \ \ THE BUILDING OWNER AND THE CITY HAS BEEN OBTAINED. \ Oate y /G� /200 f GENERAL SITE PLAN ,A/3\ I;, -2 - ., SCALE: 1" = 20' I.u.,� 7 ': 'iµ , � ('pecked: .•.r, , r 4 :,,(',,,. 1 _ JFR ENGINEERING D02-029 THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE "..t.:,,,,, ti� K'R "+ BENCH r PARK y , C NGUYEN SHORT PLAT g LA CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL SHEET TITLE: ' / CENTER OF RIM ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND EL. 160.02 THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. q �' � GENERA OWNER: LONG NGUYEN SITE PLAN 510 RAINIER AVENUE S. KCASS DAT JM. / e O 4 , C 29 89 � c o � SCALE: 1 = 20' SEATTLE, WA 98144 ss, ' s T ` G / / > : 9 /3/98 22 gg JOB NUMBER • : : (206) 767 -433 �i. oNAt, 3/2 ,`q', 3 / / CHANGES DIRECTED BY CITY COMMENTS 97 SHEET ��•, DR A`rIN: RK ; 9 / 3 / 98 AS REQ'D. BY CIT REVIEW RKR 97 ENGINEER: - E G NEER. Ronal K. Re ach, P . E., C 2 EXPIRES: 10 -25 -1999 JRR Engineering, Inc. fl fl, OF CHECKED: RKR No. i DATE REVISION APP'D CLIENT NO.: FILE NAME: NGUYEN \SITE2 -C2 DATE PREPARED: SEPTEMBER 3, 1998 97- 18 Li8�Qc3�0 52N R��. W ., 18 609 76th Avenue West, Suite B DATE: -�4>X Lynn W A 98037 -4149 7 0425)647 -5105 SHEETS 5 • e 'I 6 , I + *4 0 N. '4 ri A PORTION OF THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W.M. DRAINAGE SYSTEM INFORMATION ° I i CONTRACTOR IS CAUTIONED THAT POTENTIAL CONIFUCTS WITH DUSTING 3c j UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH STA O +CO ° , BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION SSMei • 6'8 AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY (DROP MHO OWNER OF CONFLICTS ENCOUNTERED. DETENTION SYSTEL. CATCH R4. E. , 60 0G Ir- L * SEWER, WATER, AND STORM DRAINAGE SYSTEMS WITHIN PRIVATE BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS N. IE. 149.67 12 I i• I EASEME SHALL BE PRIVATELY OWNED & MAINTAINED. SHAD COMPLY WITH CITY OF TUKWILA DESIGN APO CONSTRUCTION S a� S .� � - I STANDARDS. UNLESS OTHERWISE INDICATED. ALL STORM DRAIN PIPE ! APP SHALL BE HIGH DENSITY POLYETHYLENE (CPEP) • CB (7YP� 2} BENCH MARK \ 4 # \ 1 Hi -0 OR EQUAL. R14r EL. 1 5 r.12 WITH SMOOTH INTER CORRUGATED IOR. CPEP SHALL BE ADS N -12 OR PIPE HANCOR SS li ) i IE. 157.92 I L. AS APPROVED BY THE CITY PRIOR TO CONSTRUCTION. i 82 I r -N1 \ \ �`\ ■\ \\ ■ ■ ' • C ' 70.090 I ALTER FABRIC GRATE ` f I I \ \ ■ \ //' j; 1\ \ / / / S\ I c ; l I \ \ �a te r' \ a o \ - .� y INSTALL FILTER FABRIC e . \ % ` 7 7 GRATES UNDER ALL CATCH BASIN 2 I \ \ \ \ �\ \ - - - --� I r.-4: ON -SITE AND THE \-. _t MP 2� \ \ \ 1 28 F } 2 °o C 1 10 LF 36 "m CMP \ \ OFF -SITE CATCH BASIN / p �_ ` \ \ \ \ - - - - - - 45 0 :`� LOCATED ABOUT 225 FT \` S t J � ' � _ _ - ` ` TH \ SO E WEST S F DE OF 1 - .. -.\ \ \ \ \ ` -✓ .E �\ N88'38'OS "W j \ x 8.687 - - - -- - / RYAN WAY. 1 r 105.02' ■ �\ - - • CB E 1) I ' o ' In \ \ , i ' \ 75 . 27 \ `\ "� 120. 87 SCALE: 1" 20' \ T, r 1 , i \ w 80.932 RIM E. 15 I 1 �; . \ ADJUSTED TAX 1 YA RD DRAIN #2 r-- S OT 3 0 1 \ \ \ \ \ \ � \ FGS E.!=• 62 RIM EL 1s4 _ _ _ - 5 CATCH BASIN FILTER 53 'v' Z - PARCEL 280 ti i 5 4 'o . t ' ' ;\ / `� -� - _ _ 7 NOT TO SCALE S.tE. ' 52.3 I c m, , .1 30 1 I SW. IE. 1 82 - 3 ,,� I \ --�,�� - 5' x ' 30. 66 U; a 6755.96 SF Vc-»�€ c 161.2 Y I - ! \ \ �\ \� \\ -›-,1 - _ G 8 } 42 I I N W I LOT 2 \ \ -'¢ L JT 1 / 1 `- I ° EXISTING HOUSE 1 Z ' ! \ \ \ � 4 - THE ENTRANCE SHALL BE MAINTAINED IN A I I YD #1 155.70 10436 47TH AVE. iS. ' UNDERGROUND I I 6546.99 SF \ \ \ \ , 6L52.42 SF / S : CONDITION WHICH WILL PREVENT TRACKING '' RIMS LL• 1.5575 FF 157t SECONDARY I , \ - 4 4 v, _ \ \ \ N v 76 OR FLOW OF MUD ONTO PUBLIC RIGHT -OF -WAY. r �,i c N ' O p 'E APPROX. 900 SF ` I I \ \ N 1 \\ YARD DRAIN / */ x 179.785 THIS MAY REQUIRE PERIODIC TOP DRESSING of i 6"0 CPEP 13� °� I CB 2 TYPE 2 W FROP -T \ \ RIM EL. 168.0 RCF' 1 WITH 2 -INCH STONE, AS CONDITIONS DEMAND I - -� - - - \ - !! / \ \ SWt \ IE. 165.83 E CPEP _ - J� AND REPAIR AND /OR CLEANOUT OF ANY / I \ \ 1 W /SOLID �OCKIRG LID - - �, STRUCTURES USED TO TRAP SEDIMENT. ALL I I E \ , , 1 RIM EL. 1 G2 \ .5 Ih2.% R I \ \ 1 I \ \ r- N•-- \ ,� MATE IALS SPILLED, DROPPED, WASHED OR / W.& E. IE. fi547s 12 0 CPEP if. ►55,0 °, \� > a / \ \ v \ ?0 M � I 3 O TRACKED FROM VEHICLES ONTO ROADWAYS �� \ S IE 5 8 D . . + 785 . 0 CPEP ° \ 6 /� ^, cO v - 12 LF 12 "0 0PE , -.�3 N t ` � \ \ 5 O R INTO STORM DRAINS MUST BE REMOVED O D -- D 0 -' -- � ! 5 "� GQEP � R - sp. \� \ 1 20 IMMEDIATELY. ■ _ Sp. N I 1 N8 8'38'OS "W 5 = \ 105.02' \ D \ \ 0- � - � 5 � � \ �� \ \ \ \ �� - � � ,�� E*:GTi'1G 18 " � _ \ J _� S \ ,�� % < 7� \ ��, <v INSTALL HANDICAP RAMP PER J 4! cl C P E?C IE 1 8 " CB 1 (r o - • _ TYPE 2) \ OS' N V Q .�.� \ 63 DETAIL BELOW. Ius.gy I PP RIM EL. 1 92 I5z,�1 \ j \ ��E' \� \ !'IQ \ � 7'x12'x12" g ISPERSION \ Q o� ° ` \ �.8 SAWCUT EXISTING SIDEWALK CURB �I I N. IE. 150.9 12 " 0 CP (EX I E 4q Sz 1 86 S6 h G ,� R C> ■ PAD. 4 " -24" RIP RAP L X20' , W. IE. 1•+7 -5 18 0 CMT EX. I E. 4G•80 Cr EP \ rN '� - 4 F S' o' &GUTTER, REM &REPLACE AS �y;, WITH MEDIAN STONE i✓ ( ) °p I I \ •• q , �� PER CITY STD. PLAN (8 P 4 1 / 853 cbt E . IE fi#8 4 0 CP $-9E REMOVED) \ S. 0 SHOWN. OF 16 . e ; \ A . IE. *e e-12 "0 ADS N -12 47, 34{ `, \ \ S � \ ° 4E,S� 2 8 Cit i \ SEE SHEET C -6. C \ • / / / ,> 1 RCFL c 4 • AERf . L POWER : ' ' c' 'S \ r ..r " + I 1O TE LEP HONE. \ - 0 1 \ I °` I // SAW CUT 6" INTO�EXISTING ACP TO I & ` cs \ i' I CB 3 TYPE 1 N , 1 9 b PR OVIDE C L EAN BUT JOINT. SEAL 4,.. v• • z k' S1. 9 rn m 8 RP ` 6 1 \ I RIM E L. 1-G43I�•5lo � 110 1 /� JOINT WITH AR 0 0 -W. � ,. �� \\ 1 \ `\ \ \ c 1 NW. IE. 1 -6160. 412w CPE _ CBI \ _45.5' ESM >> . I �, 4 � \ \ I NE. IE. 161.33 8 0 CPEP. a \ b I 1(01.26 1 . ! eg � I �� � �> R.C. ,•,4 • 151.35 1 \ \ ' Sr 1. *11 91; " \ �`� rO 1 - '� ,q, 4 TO 8 QUARRY �b� � '_ I 681 1.28 SF . ' ' b • „. g. A NOTE SPACES - � � - - \ $88'38 05 E - - I ` \ RAD CURBFACE N , � STREET P � CENTERLINE OF PROPOSED PRIVATE LOTS 1 -4 WILL BE ADDRESSED OFF OF O 15.00 \ \ .' . . 4 OENING. EXCEED CITY STANDARD A., I S. RYAN WAY PER FIRE MARSHAL OLIVAS 1 \ \ > _ 75 - \ T IP. EACH SIDE OF \ " .; � N PLANS PER CITY ENGINEER MEMO DIRECTION GIVEN BY TELEPHONE ON 3/23/99. 50.742 \ \ ^ r 1-- I ! / x 41 �\ ENTRANCE. l '� // \,pATED JULY 2, 1998. FL EL 171.53 pE \ \ 7 I I L8B� � �..� �, - 11 \ \ \ x F. X24 1 5 / /I / FGS < l`t E 12.5' RAD. CURBFACE. TYP EACH171' 69 q l■• I / \ ! fib. I� ,q. < c \ <� x 150. 24 \ / / SIDE OF ST EET OPENING. 'A. a\ , RPE I \ \ I I / , E / A • p• 9 ) ? 1 4 N \ 111111110 \ 14J 1 I .5 ` . I t -�o. 4' - F o R,, CONSTRUCTION ENTRANCE DE I AIL . INI \ \ I I / 60 1 \ X 141 -1 "STOP" SIGN 2 � . , T ,, \ � s \ ►� I I / / x 60.85 LET 4 'STOP N SHALL \ �6 " �v � FS ACF � � NOT TO SCALE ` \ Ij ° \ YD #4 FGS 6560.05 SF COMPL ' 9 ,� .o h q Y \ \ I O o N \ , SEC. B OF MUTCD. .� �, ,� rn \ \ `n �, (IE. R7FLECTORIZEO) J �, \ r� \ \ 1'D DR AIN 4 \ 7 ` ° 168.029 57 1 • \ � \ \ / RI EL. - 1 - 58:0 159,o \ / \\ RCFL \� • $ MODIFIED AT CLASS "Er ACP OWNERS OPTIONR \ x. 2� 8 S!o • 1 \ ( ) I f p 79� ����`Y��c��`��� � S�i �� �`�` �\Z :� ` s� �� Z :�yii �S%i � ��� . / N I \ \ \ a F6& -� -- - _ _ y \ \ 1 L O T - � h 3 I 169 2 �� ��� �� �� �� 4" COMPACTED DEPTH CRUSHED SURFACING '� \ ...\___ ...\___ 0 � O RCFL"' ''� TOP COURSE. COMPACT TO 957G OF MAXIMUM • 2D \ \ - - - \ - - \ � r \ \\ \ 134. � \ \ \ _ - �\ \\ 4v \ i \ \ \ i\N \ i \ \ \ „ , .,.� \As \ \� \ \\i\� \i \\i \ \ \i \�\i DRY DENSITY AS DETERMINED BY ASTM D -1557. LU I \ \ \ \ - ' \ X 1 _ � �� _ \ . REMOVE DELETERIOUS MATERIAL AND COMPACT E-+ 15 SILT FENCE, 340 LF, \ \ �`� \ \ AS REQUIRED TO OBTAIN 92% OF MAXIMUM DRY �. • - 149.160 \ SEE CITY STANDARD \ � \ I I PP 1 \ \ N88'38 05 "W PLAN DS -24 ON SHEET \\ \\ \\ \\ \ \ / 0 3 \ \ \ DENSITY BY ASTM D -1557 (MODIFIED PROCTOR). •\,I.) . 1 �\ 36 C -6. SEE CLEARH+IG NOTE \ \ \ 4 .� \ - NOTE: cn k ' 48.590 I \ . \ 1. COMPACTION TESTING SHALL BE AS \ \ ail I SSPK x 150.91 S \ 37 BELOW \ x FGS 544 \ \ x 35 4 637 x 3 56. \ \ \ \ 4 " / 8l , ' N N •. 6 REQUIRED BY THE CITY OF TUKWILA. 6 \ 1 \ C. I FGS FGS \ FGS \ \ X ESN ' 52` , TYP I C A L PAVEMENT S E C TI 0 N 2 PROOFROLL IN PRESENCE OF GEOTECHNICAL I 163`39 �' \ NOT TO SCALE ENGINEER PRIOR TO PAVING. - - � � \ \ \ � \ \ \ \ \ \ R CFL \ / \ N I \ \ \\ s7, \\ \\ \ \ \\ / ( I LLHICI. t I .N c 12 I N \ \ \ 80 \ I x 149.694 N J 0 2 x } 47. \ I FGS GS 754 \ \ 71 \\ \ \\ \ �� RCFL RPE 642 2 27 x SSMH 67 \ x 1 4. 7 \ ` / N \ \N - JO' RIM EL. 148.3 FGS 6� \ \ \ \ \ N IE. 132.1 . \ \ \ � \ NOTE \ \ CLEARING LIMITS ARE COINCIDENT WITH PROPERTY LINES. STAKE LIMITS OF 49 \ \ \ \ \ CLEARING PRIOR TO CONSTRUCTION. 1 5 -•.93 \ / /\ R .1 \ \\ \ \ \ \ RECORD DRAWING I \ \ \ \ � Based upon best available information bi in ` CEMENT CONCRETE otaned dur construction , 1(P \ \ 81 f 8 8 6' SIDEWALK 1:x.951 \\ \ y /y /z1�0( R , - L 2 _ \ \ \ \ Byte: gnu /d K • R PE WHEELCHAIR RAMP N ■ LLINLIII a 7 IN CI• \ Checked: EXTRUDED CEMENT FIELD LOCATE. r ._. CONCRETE CURB MIN. ONE EACH LANDING GRADING AND DRAINAGE PLAN o© SCALE: 1" 20' ® HANDICAP RAMP DETAIL N.T.S. DD20. 02,..9 JRR ENGINEERING 4 , THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE of " tiv K' s '� '' NGUYEN S H 0 RT PLAT / B LA ' BENCH MARK CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL R� t '' 11 y1�'c + C SHEET TITL CENTER OF RIM ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND _ GRADING AND EL. 160.02 THE FOLLOWING CIVIL SHEETS FOR AD DI T ION AL CONSTR ITEMS � t ' �• -� DRAINAGE P LAN KCASS DATUM. OWNER: LONG N G UYEN Ac • 510 RAINIER AVENUE S. , . � 29 :9 � o , SCALE: 1 " = 20' 3/22/99 CHANGES DIRECTED BY CITY COMMENTS RKR SEATTLE, WA 98144 .:SSA f s1t$4 \ 9 / / f9 DATE: 9/3/98 9 3 98 DESIGN REVISI RKR J08 NUMBER: (206) 767 -4338 SHEET °NAL 3,„, / DRAWN: R K R 1 9/3/98 AS REQ'D. BY CITY REVIEW RKR 97 -18 ENGINEER: Ronald K. Riach, P.E. JRR Engi C -3 neerinp, Inc. OF C ; TIRES: 10 -25 -1999 CHECKED: RKR No. DATE REVISION APP'D CUENT NO.: 18609 76th Avenue West, Suite B FILE NAME: NGUYEN \GD2 -C3 DATE PREPARED: SEPTEMBER 3, 1998 97 -18 Lynnwood, WA 98037 -4149 7 NtS 017 5 S te _ 111, y , ` t v r% A PORTION OF THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W.M. 30 ' Iti �,� +� i e c•, SEWER & WATER SYSTEM INFORMATION, SSMC- 68 CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS WITH EXISTING JNDERGROUND (DROP M) - L * SEWER, WATER, AND STORM DRAINAGE SYSTEMS WITHIN PRIVATE UTILITIES AND STRUCTURES EXIST. PROPOSED SEWER ACCESS POINTS (MAN JLES) Riy EL. '60.0'2 i AND WATER UNE ANGLE POINT LOCATIONS ARE PROVIDED BASED ON AVAILABLE 12 '- .E- 149.67 1� I I / EASEMENTS SHALL BE PRIVATELY OWNED & MAINTAINED. EL. 161.12 INFORMATION AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY S -? -�' t /PP I OWNER OF ON.y ENCOUNTERED. DESIGN S N� O AND WATERTI IMPROVEMENTS S. .4 BENCH MARK \ , , R I ;TYPE 2) I UNLESS OTHERWISE INDICATED, ALL SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) R/AI • . a I ' E 157.92 W SDR 35, ITH RING TITE JOINTS. WATER WAIN PIPE SHALL BE CLASS 52 DUCTILE \ THRUST • EL. 155 52 82 I IRON WITH CEMENT LINING, AND SHALL CONFORM TO MAYA C -151. PRESSURE ++ \ \ M �0 090 ' REDUCING VALVES MAY BE REQUIRED TO COMPLY WITH MAXIMUM PRESSURES I 11 \ \ \ �� \ SSN i / I I ALLOWED BY THE UNIFORM PLUMBING CODE. k � $ - w, \ \ ' \ ■ \ I / o, ? I \ \ a s 'a te \ � o I - -- I . / y RIM M EL 1 i 5 4 3 8 N. IE. 136.67 3 1 3�ROP MANHOLE (SEE D. S. C -5) 0 1 ■ is 'e PVC I I Z \ \ \ \ \ �--- - - -- / 7 1 E. IE. +36765 8'0 PVC 13so, b 7 I i 2 2 , . ∎ \ \ \ \ \ ( , ,, S. IE. 1.36:5'6 8'0 PVC I E 13 6.5 7 ou T I 2 , _ + 12 D CMP _ ? t 0 .F 36',n CMP �_ \ \ \ \ \ \ \ \ _ - - - - - E. IE. 1#5-3 8 PVC (DROP INVERT) f \ \ lti5 3?. N i - 105.02 / \ . N88'38'05"W \ ; - - - - - - SSMH #2, 48 "� RIM EL 162.5 ;ioZ,9 SCALE: 1 = 20 W. IE. 153.93 8 0 PVC h i ° j \ ---- ec {/ 75 8 7 ': ; ! � i � I \ , � � '� T 3 0 1 \ \ \ \ \ \ \ 1_ 0.02' I ' r. DJU -\ - 8 0.932 / S E. IE. 154.03 6 PVC +�' CB (TYPE N. A S TE D TAX I ! \ \ \ Gs �f RI i I `, - _ _ _ \ \- - - / 165.0 S. IE. 154.03 6 • PVC E.T. 153.62 c, i z v PARCEL 280 A { ; � 1 \ % �-- \ \ / 75 ! 0 2 I , p . 30 I. 1\41'..:: ►.� I , \ T - - ✓- - - 5 x ' 80 . 618 d I N S1E. 152.3 i c:.96 SF ,�= x.57 1 I I �, -- _ - \ \ \. I � \ ' - 1 42 ± RIM EOU167CD) 1 L OT 2 LOT 1 Z 4 IE 162 6m PVC SLEEVE (FULL I ,, HC` 'AP -� i !' ` � o: cI I \ \ Q I 2 8 8x8 TAPPING cN o y I' EXISTING ■ HOUSE ∎ Z I I 6546.99 SF \ �� \ \� 6552.42 SF N , o ! 10436 47TH AVE. S. NDERG•tOUNC \ Ni CO #2 BODY CAST /D.LI ! FF 1571 SECONDARY \ `. -, \ !; N I i 1 °'- \ z \ L.; o RIM EL. 157.5 & 4:)! f o `� APPROX. 900 SF ' , I I " \ N- �.\ \ \ \ / Q d VALVE IE. 155.13 6 0 PVC TAPPING GATE BLOCK. 1 d' \ I 22.5' x 8 DI BEND (MJxMJ) \ r \. _ = F- . \ \ - - - - 130 Lf 8 "+r+ DI CL . 52 - WITH THRUST BLOCK. \ - - I K 0 • I ` SSMH #1 - + $ W W , \ \ SEE THRUST BLOCK DETAIL \ \ \ \ \ m Yn I II i OUTSIDE DROP I III r-- -E \ SSMfI. ON SHEET C -6 (TYP). te r- �-- \ /-* 7j 155.001 RIM EL. 153.31136 o 6 '• > 20• B i " b Q STA \ 1 i 3 � ° \. v � / M/ I ( r EST. IE. 136.fr4tioZ D 40 LFt �l ' S 137 s F O 063 N ✓� \ I ,m i \ � \ ms`s /\ N I /� \ _ -r - - J / I = S \ I \ \ i I v -� 6 \ 0 \ \ �- r J I I N88'.38 '05"W\ 105.02' O� . 0 \ ��� \ \\ A� NEW 3/4 " � SERVICE 063 " ac I •\ \ \ \ - \ .8 S s \ \ , . 1p - ._,,.\ � � \ \ � 1 AND METER PER CITY STD " C S�0• {XISTIAIC 18 _ .¢ \ X 05. M ' ' \ ` \ �- \ \ 63 DETAIL WS -18 ON SHT C -5 I 13 � 8 m' C E. 4. i MAINTAIN 10 HORIZONTAL \ \ 1 1 0 4 8• \ , ° LF PP SEPARATION BETWEEN \ _ 1 \ C F 5 <.:- 0 2 ' ■ 5.87E \ / • N a 20 ' WATER & SEWER MAINS. \ i o 1 \ \ � � �• • • 6 2 5, y_ , R \ I N ok 16 FT. WIDE DRIVEWAYS (TYP Q c� <, \ f J \ I \ \ \ / t 1 �� \ PER CITY STD. PLAN RS - r 'r. 'r. \ AtAL SOWER i' \� a � 1 r-... � SE SHEET C -6. . W F H ASSE 6 RCF145.00 10 ! i \ &T ELEPHONE. e I ~S HRUST BOCK. I � WS 4 O 5 E CITY STD. DETAIL \ / i -N SHT. C -. RPE { n I CO CO1 L 1 • \ 3 \ 'a - ' \ 1 \ �\ \\ II 4 "0 PVC I a . i \ ` > , t J �i� ( \\ �p Q. \ \ \ \ o o I SI DESEWER \ , Is 6'sr j, �� R.C.W. Ii t � 5. ; *AO • 55" 35' \ LOT 3 \ �6 I NSTALL: \ \ 1 ` 1 8 " x I x :t 1 / ' -> SCALE: HORIZ. 1 " = 20' SFP , *M' 911 \ \ 588 6811. SF ' O 6 DI TEE (MJ MJxFL / CENTERLINE OF PROPOSED PRIVATE VERT. 1" = 5' _ - - '38 OS E - - I I \ WITH THRUST BLOCK. .. .- �' \ 15.00 I 1 3 LF x 8" DIP (PExPE) / STREET OPENING. EXCEED CITY STANDARD ! I \ \ ) 3 \ PLANS PER CITY ENGINEER DATUM ELEV. 16 1 1 8 MJ CAP W / THRUST BL K. MEMO 15Q.742 \ \ \ X 47 ; r �- \ , x 4 185c { / N .DATED JULY 2, 1998. FL EL 171.53 135.0 0.00 40.00 80.00 i 20.00 11 I \ \ x 1 .524 5 ' � / F �, G I Pt 12.5' RAD. CURBFACE. TPCAL EACH 4\ PROFILE SSMH #1 TO SSMH #2 A. \ F S / / SIDE OF STEET OPENING. x 150. 24 \ / 1,, \ �. f 1 , .T 44• q 170.00 RPE I \ \ I / 6 � j / r 7 \ 7 044 , I � 2 ii. \ \ 0 ► 40 �/ LOT 4 ~R1� "STOP" SIGN , NF 'YF \ " \\I) • s � \ ►\ ( I \ / x 160.858 / STOP N SHALL o \ S �C RP \ FGS 7 65 6 0. 0 . SF C OMP L Y� WIT H {y \ p . G Q v ! \ o N • \ CO Y # .. 4" PV SI DESEWER SEC. B OF MUTCD. ,� qY + " PR ' Cl) ! \\ %\ \ \ / \ INSTALL R CITY S � (IE. R�FLECTORIZED) I 568.029 / \ \ ,¢ 'I - _ _ - - - - -- - - - I • \ \ / \ DETAIL SS , SEE SH . / \ RCFL \ N _ EX IS TING GRADE - - _ W I \ \ \ 46 \ N C -5 (TYP.) \ i \ \ / \ .( > I \ \ \ x a .2Z8 _ \ \ !LOT \29 J <0 I 7 � ` y \ FCS -� - - - _ ._ _ \ r \ 0 3 \ 169. COQ ST 2 +42, IE. 162.22 20' L \ \ \ Ni \ \ � \ \ \ / \ 4 v ,�� RCFL N 160.00 , T 8 6 $6" SIDESEWER TEE x 3 1 \ \ - - - - \ - - _ \ \ ,X \ �s134.61' \ -��\ \ i � NC 5 %O' E 15 \ \ . I \ 05"W \ \ \ �> �/ • \- \ �\.\ 0 6 „ � P N I 144.160 \ \ N88'38 '� \ \ \ 1 \ �� v ____ _ ..:1., I 11 PP \ \ \ \ \ \ \ N \ \ s RECORD DRAWING w X'48.590 I \ 37 \ \ \ v \ �SFK 36 x 152.544 \ \ 38 \ 39 \ \ CQ \ \ \ .� N Based upon best available information \ u I I x 50.913 FGS x i 54.637 x 15 7 \ \ 4 / .. 6 N STA. 1 +53 obtained during construction �• 6 \ I FGS \ \ \ FGS \ FGS \ \ X 16 ' 52 • Q N 6 "x4" SIDES EWER TEE SCALE: HORIZ. 1" = 20' \ N \ \ \ \ S'SN 163 39\9 • `k N / N \ VERT. 1" = 5' Date: /q zoo/ 1 4.) \1. N N N \ \ \ N N DATUM ELEV. N \ \ \ \ \ \ \ / Checked: / • \ • \ 150 4.1 Chkd 40.00 80.00 120.00 i 6 �f 1 r_ 2 I ' b� N \ \ \ 80 N t•-)4.1 x 1 48.694 ° \ \ \ \ `/ \ , 6' 164.642 N ±q ,h\ PROFILE SSMH #2 TO CO #1 165.00 x 147. )27 I x 1'51.754 \ I RPE2 FGS FGS \\ 71 \ \ \ / \\ I R CFL \ d m SSMH 67 .30' RIM EL. 148.3 x FGS 6� \ \ \ \ L � IE. 132.1 \ --- - \ f - �� \ -- 1 \ \\ \ \ 160.00 _ I 49 \\ \ \ 15 %9 ' / /;7' / \ \ `/ , N ----,---- ,...-.......... q , _ 1 1) D2.. -- 02-9 liz ikis \ \\ \ \ 110LFf "9) PVC S =0.01 SEWER AND WATER IMPROVEMENT PLAN o® N 8 1 " 16x4' SIDESEWER TEE (\ I L L) SCALE: 1" 20' g'L2 1 N 6x " SIDESEWER TEE - N IE. 154.63 - SCALE: HORIZ. 1" = 20' IE. 155.09 \ N VER`. 1 " 5' DATUM ELEV. • \ 150.0 0.00 40.00 80.00 120.00 \ Q PROFILE SSMH #2 TO CO #2 r JER ENGINEERING THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE t'y' K • Rf BENCH MARK 9 y, . SHEET N G U Y E N SHORT PLAT / B LA CENTER OF RIM CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL 'i• EL. 160.02 ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND �- q� SEWER AND WATER OWNER: LONG NGUYEN KCASS DATUM. THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. I . IMPROVEMENTS 510 RAINIER AVENUE S. .9 ;,- . - 4 , V 294 � o � 4 4 ' a SC AI E: 1 " = 2 /� 3/22/99 CHANGES DIRECTED BY CITY COMMENTS RKR SEATTLE, WA 98144 o � � ` sit 3/z3/�� RKR JOB NUMBE (206) 767 -4338 sSjONAL �� , DATE: 9 3 98 9/3/98 DESIGN REVISIO SHEET DRAIN: RKR 1 9/3/98 AS REQ'D. BY CITY REVIEW RKR 97 - 18 ENGINEER: Ronald K. Riach, P.E. JRR E ineeli Inc. C - 4 EXPIRES: 10 - X49 CHECKED: RKR No. DATE REVISION APP'D CLIENT NO.: 18809 8th Avenue West, Suite B OF FILE NAME: NGUYELSW -0'4 DATE PREPARED: SEPTEMBER 3, 1998 97 -18 Lynnwood, WA98037 -4149 7 - (4L5) (vv`i ?- 5108 SHEETS I 1, • I ` 6 0 + A F • .I File: D 02 -0029 35mm Drawing #1 • PROP. LINE 52.0 ' ..../ / J li f; �J i; °.,t •r •t 11 t ' it , J t r •,•�. rr�+.i+ 0 73 III / � ry! ,, li� ( {' , tr f 7 + !f C >IFI 'I Gg i r i, 1 J ��t�t t it1�J i J y t i p V • / I:t t 1 li '�J +,1 + r+ r {' f r� II J r� , j 1 ; 1 t i 14 , 1 } i : l ay r 1 1 + +,i.. + .. , F 't r .� � t ! i - f 1 � 1 ., , ) r j s J e i t r jj {Ft4 1. Ma r k � . raV r s 1,..; �, I S Y I. �J f ';',0,...,...,1,-.4 { J . ,, ..........lirc.,.... .....• •••••• ' � it 't , j „i{ . , �,�� � r 11111 � ' v 4 j �r it ~ , Af A F s i 1,...'4, M ` ' f I .1.. 1 t 7 1 , ; 44 , 1 J J f , I Sj411 r r {471 J -. I l 1 LL t i'4.;i,...,-„,,: t�F �� J� il � ,I i.::;,,,,,,.. �_ Ig.{ t �Yl. S 1 I C t -,1� ` Z \ .■ •■••"'".'. .+. ..■... °_ ' . PROP. LINE 6 .67' ' ` J.; ` � � 'j ,.,,,,. . ; ,� } , -- ---1 O J 14 1 ,Iii, t i IJ F I t , NJ f r \- CP 1 I t ' � t '} , i tt } I ' t' J F - t ilt++ , � p +l �� h ii,, ( ,. t 1 i r i ,...�i .r ,......• r �� �� ■�. mod i..�� -..� .�. „ +' t ' r I 1 i 4 'J 4 1 d d l C r '. r • • • 1 \ t j6S Pi, 1 61 1MJ JJ + � 'i.r i' t.f +* r �•' i 1.. ' ' ill . ! ' + } v 1C 1 + , I , 7 i rt , ... J i t h r r !t 1 v, ti t J '�` 1. J :1".1:,i4... fl , is ” ' 6 !! , EXIST SS .,..,I, ...�• - ,�,� lI 1 110 111111111. '° I s 1 PRIVATE UTILITY ....- ■ . ; ...:!!![.!,.'81R. t f ; r EASEMENT • — • "'�' EXIS / _/ '�� Y �. , 'G i on T .� -bass ` , r ■ �"" — „e: ' it i f I J .J 7 °11.1.1111111 SST EXIST 6 SS � • • 4' th xiJ , Fax is 2 " } -3z / \ k — — --• I /111.... � • • �/'''r - „:..,.1....1,1,,,. / t E ,; lh ,i 2 ,, 5 st E a P e Street ik .0r ,�/ ,t; "'' ; i l'.. t F} • i , r ,1 ! 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SEATTLE, WA 98122 / /NS\ f 1 ..� I : J 1 , I ' i j l 11, ' 'I , J a i 1 � , �{ � � �� ,, ' . 1 ;r i 1 � il ' . , . • I I i o �! , � : , ''jj ��'�1 ; / � .. 1 + ,�� i J n i ?w t ^ 2 , I { .x.r t 'h 1 rI '6R7 0 i f] 1 @ , ir.. , r —� l ,, I i +, };'f fi } rf ±, I�1 . . . ► 17 J t,•.,J � I j • / � r�� I t),�. 1 I ; '. 1 � » �✓� � L_�I��� • a� : I + } , I r � ,,, . . J � +24 R OCKRY/ a I iJ1 ; d,i. , t tl r ; ;;; t . 0 ,• AS REQ D O rw / p� '!;F ,ll .7 d {} r , �.1 ' vJ Eel. .••1/110 L. GRADING CALCULATIONS: + I 1 h y fi { '; 1 ' ; 'Y I± v ►� • , { }J / / I I III ,7 '1t .1 i�1!,7' : i t � l'J I ! � 1 , .`.; = 1� �,t t�l�'�, � .. • ` � ;g:: AL CUT: 40 cy c . TAL FILL: 40 cy F ► Ir, ,11 1 J 4. / Q Th ese p h ave b een rev b \tlae Pub �r r i 1 , ..,1t. 1i 1 ' !. : -i l,, ' � i. 1I ,,, : + r' -� • / �/ Y I.,1 �. a '�• � LL / Works Department for conformance th cu 7 r I, + }'� 11 ' ? j, I • • / NET CHANGE: 0 c • ; J., 1■1 .4. .,,,,.1 al�. • ;>>�J 1 • ., _� / Lv CU y (EXCESS SOIL USED City standards. Acceptance is subject to rrors n . ''� ,�.. • • • //(4)/ • • AY) omissions which do not authorize violation of a o d standards or ordin ' • • , SLOPE • / X § TO BUILD UP DRIVEWAY) ances. The responsilx • ' 109 MAX � • `' X � NOTES. for the equacy of the design rests totally wi\lh the CONC y p X _____ designer. A itions, deletions or revisions to these : 20 / LOT• �— 1. ALL GRADES SHOWN / drawings after this date will void this acceptance DRIVE • � ♦ , ARE EXISTING /FINAL a n d will require a ubmittal of re vised drawings CI <D r S N COMPLETE i UNLESS for subsequent r ° i / L OTHERWISE q app o v 1. LOT 3 ti T R # NOTED \ , ' � ammo t `Dr�w!` „ 1' BJP' V / �//. , tl, i f. Final acceptance is subject to eld inspection b \ • the Public works utilities ins ec o N �3 - / „Check t{• M TT p / P ,1 } Date: By: J Iri 1 A i / ,i, _3 OZ - Plan a 1 ' __�_, Date: 216!02 Site f � _ scae: 1 10f -0 NORTH • i .0Z O 6. 1 1 I I I i I 1 I 1. I f ; i i, I 1: Ti - i 1 i j t i J J I,. L . 1 i i' t - , i 0 Inch 1/16' 1 2 ' 3 .4. 5 6 • . v, ' ;wy J , -.,...3 = • J t' 0 I IIIIIIIIIIIII IIIIIIIIIIIIIII I IIII IiiiIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIII +ii+liiii1iiiil++++1++{+I+{I{