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HomeMy WebLinkAboutPermit D11-177 - THORNTON RESIDENCE - GARAGETHRONTON DETACHED GARAGE 13328 56 AV S D11 -177 City mTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2172000205 Address: 13328 56 AV S TUICW Suite No: Project Name: THORNTON DETACHED GARAGE Permit Number: D11 -177 Issue Date: 10/14/2011 Permit Expires On: 04/11/2012 Owner: Name: THORNTON RALEIGH J Address: 13328 56TH AVE S , TUKWILA WA 98178 Contact Person: Name: SARA SLATTEN Address: 16720 REDMOND WY, SUITE G , REDMOND WA 98052 Contractor: Name: ARMSTRONG CONSTRUCTION CO INC Address: 2709 AUBURN WY N , AUBURN WA 98002 Contractor License No: ARMSTC *373NO Phone: 425 - 749 -9945 Phone: Expiration Date: 05/07/2012 DESCRIPTION OF WORK: CONSTRUCTION OF NEW DETACHED GARAGE TOTALING 384 SQUARE FEET. (16 FEET WIDE BY 24 FEET DEEP) Value of Construction: $16,496.64 Fees Collected: $685.13 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 26 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11-177 Printed: 10 -14 -2011 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and ex governing this work will be complied • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: d this permit and know the same to be true and correct. All provisions of law and ordinances ether specified herein or not. The granting of this permit does not pres construction or the performance of work. to this permit. Signature: Print Name: O kr o give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Date: 1- 1 t i4 ` This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: IBC -7/10 D11 -177 Printed: 10 -14 -2011 7: All wood to remain in placed concrete sill be treated wood. • 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *PLANNING DEPARTMENT CONDITIONS * ** 16: A garage is only permitted as an accessory use in the Low Density Residential Zone. This permit shall not receive final approval until after the new residence (D11 -157) has received final approval. doc: IBC -7/10 D11 -177 Printed: 10 -14 -2011 CITY OF TUKILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us • Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 2172000205 Site Address: 13328 56th Avenue South Suite Number: Floor: Tenant Name: N/A New Tenant: ❑ Yes ❑ ..No Property Owners Name: Raleigh & Myrna Thornton Mailing Address: 13328 56th Avenue South Tukwila City 98178 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Sara Slatten Mailing Address: 16720 Redmond Way E -Mail Address: sslatten @armstrong - homes.com Day Telephone: Redmond City State Fax Number: (425) 883 -4741 (425) 749 -9945 98052 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Armstrong Construction Mailing Address: 2715 Auburn Way North Contact Person: Kevin Coons, Superintendent E -Mail Address: kevinc @armstrong - homes.com Contractor Registration Number: ARMSTC *373NO Auburn City State Day Telephone: (253) 833 -3355 Fax Number: (253) 351 -6429 Expiration Date: 05/07/2012 98002 Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:IApplications\Fottns- Applications On Linel2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATIG:._ - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 16,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Construction of new detached garage totaling 384 square feet. ( 16 feet wide by 24 feet deep ). Will there be new rack storage? ❑ Yes I.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Wpplications\Fonns- Apphcanons On Line12010 Apphcahons17 -2010 - Pent Apphcanon.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor rd Floor 3`d Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage 409 384 Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Wpplications\Fonns- Apphcanons On Line12010 Apphcahons17 -2010 - Pent Apphcanon.doc Revised: 7 -2010 bh Page 2 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.ov RECEIPT Parcel No.: 2172000205 Permit Number: D11 -177 Address: 13328 56 AV S TUKW Status: PENDING Suite No: Applied Date: 06/21/2011 Applicant: THORNTON DETACHED GARAGE Issue Date: Receipt No.: R11 -01265 Initials: User ID: Payee: WER 1655 Payment Amount: $685.13 Payment Date: 06/21/2011 02:00 PM Balance: $0.00 LAURA JIMENEZ TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1003 685.13 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $685.13 412.50 268.13 4.50 doc: Receipt -06 Printed: 06 -21 -2011 INSPECTION RECORD Retain a copy with permit .D/ /- / 77 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 fir_ Project: r/70, -f6v 4)i Type of Inspection: i SAM/ - 82,/4 o Address: /3 3z v see /9 v S Date Called: Special Instructions: Date Wanted:. 3 -2-12 -rrh +' Requester: Phone No: / c25g -740 --r4 r> NEI Approved per applicable codes. DCorrections required prior to approval. COMMENTS: /f.+7 ; 7(0).1 / Ins a ector: 4. - UIREL. P rior Aid next inspection. fee must be Date.. a EINSPECTION FEE R Q id at 6300 Southcent Blvd.. Suite 100. Call to schedule reinspection. • r� r . • • L• r INSPECTION RECORD Retain a copy with permit INSPEFTION NO. • PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1)11 -/77 Project: 77116;PT`tiA/ / ?S Type of Inspection: r/Am1_. —192/, /ct •v4 Address: • Date Called: Special Instructions: a4p4 - a e • Date Wanted: .dd -_? (9- /z pnt. Requester: ' Phone No: ,--?53- 670 - /A /7 ' Approved per applicable codes. 0 - Corrections required prior to approval. COMMENTS: . Pp liq// . �Af4/ —.4./. la . • , r nspecto Date: k -ate SPECTION FEE EQUIRED!Prior to next inspection, fee must be id at 6300 Southcen er Blvd.. Suite 100. Call to schedule reinspection. L� � • . • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .111 -177 v&- Project: " id iZre A/ ,?r s Type of Inspection: 17-/A14(- PL <IA/n// r\/{, Address: /S .?14 --.5-4 /Iv 5 Date Called: Specral Instructions: Date Wanted:. ,a �n Requester: Phone No: a s / -6 7'4)- i6i.� • Approved per applicable codes. ECorrections required prior to approval. COMMENTS: 'Inspector: I � de r Date: ri REIIV$PECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _ . "— ^ .46. e n ee INSPECTION NO. INSPECTION RECORD Retain a copy with permit cif CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P .wje t: f �leVith .l R''° C Type,.of Inspection: — P /01/111...)C_ I —ti• 541' Ad to 12 3 l L Date Called: V(.i/ri //SIP.? A' 'u,' , 49 herrj s�i�,t rX1�V 4gii67/ Special Instructions: Date Wanted: f. 1 2 172— /1/ a.m. p.m. Requester: Phone No: Approved per applicable codes. D Corrections required prior to approval. CC2D MMENTS: _ ,, rdic�-�i• /dd/I1tJ fl4 we .C421--- `1--- ` }-// ,41h -52 4v .‘(447.k) ;i V(.i/ri //SIP.? A' 'u,' , 49 herrj s�i�,t rX1�V 4gii67/ , \ Insoector: Date: / /2) /1 ri R . SPECTION FEE REQ ' ED. Prig F to next inspection, fee must be p- . at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • • • ,::'INSPECTION RECORD Retain a copy with permit INSPECTION NO.,„ PERMIT NO. CITY OFTUKWILA BUILDING DIVISION .6300,Southten #er Blvd., #100, Tukwila. WA 98188 r (206) 431 -3670 .: Permit Inspection Request Line (206) 431 -2451 Project` . '"I'' eV+C, . :6)AVAle Type of Inspection: r 1 A 1� S( f . A h Address: '.rt.' Date Called: • Special Instructions: • • • Date Wanted:. r I r Ste, ( an, p.m. Requester: Phone No: Approved per applicable codes. f▪ c . . a COMMENTS: 1 c3rit.iido r tacv .Ck,•r tp.letaShe 4-a) ,\► IDCorrections required prior to approval. �WSPECT(ON FEE R'QUIRED. Pri r to next inspection. fee must be p id at 6300 Sotithcenter Blvd.. Suit 100. Call to schedule reinspection. • INSPECTION NO." INSPECTION RECORD Retain a copy with permit PERMIT NO. . • - CITY.OF TUKWILA BUILDING DIVISION 6300 SouthcenterB:lvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 l:• • • 1''• • • • (206) 431 -3670 Project: -rho t i r^j (,i4QA Type of Inspection: , Roo I Si& e. .1\6 Address: 1 33 I-8 eta Date Called: Special Instructions: • , • Date Wanted:! - 1 l -- i( -- a.m: 1. P Requester: Phone No: _ -2_,`-- 6-) -70 - I U ( ? Approved per applicable codes. a Corrections required prior to approval. COMMENTS: or: tINSPECTION FEE REQUIRp. Prior to net inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. C l to schedule reinspection. 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ix (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (,v5- Type of Inspection: /1d11;L/ w ,�4 Address: 1332° S� c�� Date Called: ...--1 Special Instructions: Date Wanted:. , II —17` a.m: Requester: Phone No: ElApproved per applicable codes. corrections required prior to approval. COMMENTS: : C-vt0�� �L AA ff / /� I j dAlwd A 1 ' f4 c ei ii p? c oZ_ NJ ./Q 0 t.o.11 t t IrJs ?peth J. 9,., con-I- ,\., 4) ` o 14 5 pecto I Date1 —13 -J% r7 RE NS ECTION FEE REQU RED. Prior tjnext inspection, fee must be pa • -t 6300 Southcenter Blvd.. Suite 10 Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit / / / gl/ 7 // C.: PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 rir rm iukivi 1 cm Ix 1....44../../ Project: , h,'7, i ;-,e.,, \ : .....,••••••••1 :- -- ,," • • •■•••• .•■••••••••••_ 's tf. Type of Inspection: , -- fi (-: \ Li ii 1 - i , c- Address: i - „:, 51, Suite #: --' --I (-• -- / , I. „„ r Contact Person: Special Instructions:_ i„.., i - i ) , Phone No.: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: —.. i„.., i - i ) , 1 - 6-.. , • . , .1, C : / - L1 -- -- , .1 _ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT/ REVIEW COMMENT www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: Development File FROM: Public Works Department — Joanna Spencer, Development Engineer 155 DATE: September 7, 2011 SUBJECT: Thornton New SFR and New Detached Garage 13328 58th Avenue S Permit No. D11 -157 (SFR) D11 -177 (Garage) Flood Review Note: The site plan shows finished floor for the residence at 25.8 feet (surrounding area is at elevation 23.0 feet) and for the garage at 24.0 feet (surrounding area at 22.6 feet). The 100 year flood elevation for this area is less than 20 feet (NAVD 88). The residence will be constructed approximately 130 feet and the garage 100 feet from the bank. Based on the above information Flood Zone Control Permit is not required. (W:PW Eng/Other /Joanna Spencer/Flood Review Note DI 1 -157 & DI1 -177) PERMANENT FILE COPY Dik 177 JOINS PANEL 0960 43RD AVENUE 44TH AVENUE S 0, A N Z uf, C w of oy 0 z rn C VD AVENUES wN rn A N mZ -+o 3RD AVENUE S N 0 O S VENUE S 1-;1g9 a AdOO 211d 1NONVVO:13d .9 57T U) ? .* .f'3? x?.•:>>• ArF: �uj! , .�G {♦ � O +� . ^•:in;:.,..' �!. .3,� .. - �trL ;V.rr!K.�t,'? 91i -� r+l_. .�.:u� .`4.0 f4r� N W 0 a") AVENUE D 2 AVENUE z z � O v 0 d 66TH AVENUE S cn 66TH AVENUE S cn 1 1 Me) 41664166 414b4b 414140S Floodplain boundary Floodway boundary Zone D boundary CBRS and OPA boundary 4— Boundary dividing Special Flood Hazard Areas of different Base Flood Elevations, flood depths or flood velocities. ^^•■•• 513 •••■•• Base Flood Elevation line and value; elevation in feet* (EL 987) Base Hood Elevation value where uniform within zone; elevation in feet* * Referenced to the North American Vertical Datum of 1988 (NAVD 88) Cross section line 23 23 Transect line 97 °07'30 ", 32 °22'30" 4275000m.. 6000000 M DX5510X • M1.5 Geographic coordinates referenced to the North American Datum of 1983 (NAD 83) 1000 -meter Universal Transverse Mercator grid ticks, zone 10 5000 -foot grid tides: Washington State Plane coordinate system, north zone (FIPSZONE 4601), Lambert Conformal Conic Bench mark (see explanation in Notes to Users section of this FIRM panel) River Mile MAP REPOSITORIES Refer to Map Repositories list on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP September 29, 1989 EFFECTIVE DATE(S) OF REVISION(S) TO THIS PANEL May 16, 1995 May 20, 1996 March 30, 1998 November 8, 1999 December 6, 2001 April 19, 2005 - to change special flood hazard areas, to incorporate previously issued letters of map revision, to change base flood elevations, to change zone designations, to update corporate limits, and to update roads and road names. For community map revision history prior to countywide mapping, refer to the Community Map History table located in the Flood Insurance Study report for this jurisdiction. To determine if flood insurance is available in this community, contact your insurance agent or call the National Flood Insurance Program at 1- 800- 638- 6620. MAP SCALE 1" = 500' 250 0 500 100�ET I H H I 1 150 150 METERS 300 PERMANENT FILE COPY III111 "' - 111 ® PANEL 0957K FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS • PANEL 957 OF 1700 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: .- ';;'': ►® p°,.. 11 8 ai_�. Z. In••- I li„�., COMMUNITY NUMBER PANEL SUFFIX a KING COUNTY 530071 0957 K SEATTLE, CITY OF 530089 0957 K TUCKWILA, CITY OF 530091 0957 K RENTON, CITY OF 530088 0957 K •-' 6..iL �r� �, 1111111 ® REVISED PRELIMINARY I® hal MAY 172010 Notice to used when above should community. Federal User: • The Map placing map orders; be used on insurance J..�`A :r. (•'I .N D S' Emergency Number shown below should be the Community Number shown applications for the subject MAP NUMBER 53033C0957K MAP REVISED Management Agency J in MB h ilL lin. FM ' ®, ��11 I hQ PERMANENT FILE COPY Retum to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 20110920000603 SLATTEN AG 68.00 PAGE -001 OF 007 09/20/2011 12:22 KING COUNTY, WA Above this line reserved for Recorder's use ii HOLD HARMLESS - SENSITIVE AREA MI2E,EnnEr,Fr PERM •T : D ii- i57; DII- i77 Grantor /Borrower: RaleighThornton Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): Section/Township /Range: NW -14 - 23 - 4 Assessor's Tax Parce; Number(s): 2172000205 Property Legal Description (abbreviated): EAST RIVERTON GARDEN TRS 2ND NELY 25 FT OF 39 & ALL 40 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page 9 o7 bU' (77- SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless reement is entered into between /e At g /67/7' 771-02-N7-0 , (Individual(s) (Corporation) , ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of subdivision plat approval, land use permits, and /or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said subdivision plat approval, land use permits, and /or construction permits for the Property. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained -for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing subdivision plat approval and /or other development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page id? 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any Toss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantor will maintain continuous insurance coverage as required by the permit authorizing the development. 5. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page3of1 DATED this GRANTOR: individual(s) day of , 20�_ STATE OF WASHINGTON ss. COUNTY OF KING On this 03'vi day of , 20 /1 , before me a Notary Public in and for the State of Washingto , personally appeared 20 r►rt i e. ad lOY ,tome known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he /she /they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. MICHELLE K. WILSON STATE OF WASHINGTON NOTARY PUBLIC -My COMMISSION EXPIRES 09 -28-13 Name: ie,Ine.L K w i 1 so v NOTARY PUBLIC, in and for the State of Washington, residing at Ave. A�/ a&L1Q i °I'l ( vtAn-Dn , Ut k 11( 042- My commission expires: t 1 a-8 `13 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page 4 of DATED this � day of GR TEE: CI OF TUKWI • CCT• Mayor STATE OF WASHINGTON County of King Ci Clerk ) ss. ,201( . On this day of S-e i72 h-e/ , 20 / / , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared ) NI Ha y ri and 0(1 L ( i SSA —�{—� a f known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. -Da, Oa 4 A rvi / -Di eiz Ant name G - Comb e.� , �c t NOTARY PUBLIC in a4 for the State of Washington, residing at ik 16 ,0, (ice COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page liof7 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY TRACT 40, SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 79, IN KING COUNTY, WASHINGTON: EXCEPT ANY PORTION THEREOF LYING BELOW WERE LINE OF ORDINARY HIGH WATER OF THE DUWAMISH THE NORTH 25 FEET OF TRACT 39, SECOND ADDITION PLAT RECORDED EAST RIVERTON GARDEN TRACTS, ACCORDING O IN VOLUME 12, OF PLATS, PAGE 79, IN KING COUNTY, WASHINGTON. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Pate trof EXHIBIT B 13331 217,2000126 DEPICTION OF SENSITIVE AREAS 19909 2172000095 • 19918 2172000105 19119 2172000110 2172000115 13925 2172000/2a, 13927 13901 2170000060 21720008510 242. 2172000190, 19949 . • '4 21720004 '45, 19917 13351 2172800150 13358 2172000156 2172x00160 13351 2172000230 2172000231 .2172000 13312 .•?175' • 2172000245 13324 13936 2172x00185 13340 2172000190 19964 2172x00465 • ,35p 2172000160 13354 142311 1YxR 2172x66175 Du wamish Wa terwa y 19960 2172000165 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page7of July 14, 2011 Allen Johannessen City of Tukwila Dept of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 RE: Thornton Detached Garage, D11 -177 Dear Mr. Johannessen, The following re- submittal is for the Thornton Detached garage and is in response to your Determination of Completeness Memo, dated June 23, 2011. In your letter you ask us to respond to your following comment: 1. Provide a site plan showing the new garage footprint with all dimensions to property lines to verify setbacks including dimensions to other buildings. Include elevation benchmark numbers to indicate finish grade sloping away from the building. Response: The site plan has been updated to show the dimensioned setbacks to side yard and the other buildings on the property (i.e. the shed and the new home). The existing garage currently sits on the east property line with no corresponding setback. The replacement garage will be set back five feet from the east property line to comply with city setback standards. The current finish floor elevation on the garage is at 23.4 feet. The new finish floor elevation for the new garage slab will be increased 6 inches to 24.0. Raising the finish floor elevation to 24.0 feet will allow the existing driveway and surrounding grades to slope away from the garage slab. Please refer to the enclose site plan/survey for added setback and finish floor notes. Enclosed are four copies of the amended site plan/survey for your review. Should you have any questions or need any additional information, please contact me at (425) 749- 9945 Armstrong Construction enclosures June 23, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sara Slatten Armstrong Construction 16720 Redmond Wy Redmond, WA 98052 RE: Incomplete Letter #1 Development Permit Application D11 -177 Thornton Detached Garage —13328 56 Av S Dear Ms. Slatten, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 21, 2011 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 'ipsca Bill Rambo Permit Technician Enclosures File: DI1 -177 W:\Permit Cen ter \Incomplete Letters\2011011 -177 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 23, 2011 Project Name: Thornton Detached Garage Permit #: D11 -177 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide a site plan showing the new garage footprint with all dimensions to property lines to verify setbacks including dimensions to other buildings. Include elevation benchmark numbers to indicate finish grade sloping away from the building. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. WERMlT COORD COP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -177 PROJECT NAME: THORNTON GARAGE DATE:: 07/15/11 •a a SITE ADDRESS: 13328 56 AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS:,_ ivisi `' Btli ing "D� Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Comments: Incomplete DUE DATE: 07/19/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 111 Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 7,1 Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/16/11 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 V • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -177 DATE: 06 -21 -11 PROJECT NAME: THORNTON DETACHED GARAGE SITE ADDRESS: 13328 56 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPAR MENT : �en uI ding Division Public Wdrk� 3,1,I iiG o.[I i I I Ire Prevention • Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U Incomplete DUE DATE: 06-23-11 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: J l ( LETTER OF COMPLETENES MA ED: Departments determined incomplete: Bldg [ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 07-21 -11 Approved n Approved with Conditions ❑ Not Approved (attach comments) [n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Jul>, I 1 1 ; 2 . 0 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: D1 1-177 Project Name: Thornton Detached Garage Project Address: 13328 56 Av S Contact Person: SS REC OF TuKwu JUL 151011 PERMIT CENTER Phone Number: LOS= 49 - L 9 /-� Summary of Revision: �i to? i Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: lid Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ARMSTRONG CONST CO INC UBI No. 171002737 Phone 2538333355 Status Active Address 2709 Auburn Way N License No. ARMSTC•373NO Suite /Apt. License Type Construction Contractor City Auburn Effective Date 8/20/1963 State WA Expiration Date 5/7/2012 Zip 98002 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ARMSTHR290KP ARMSTRONG HMS REDMOND INC Construction Contractor General Unused 5/17/1971 5/7/2013 Active ARMSTHT294KPARMSTRONG HMS /TACOMA INC Construction Contractor General Unused 5/17/1971 5/7/2012 Active ARMSTH6307QLARMSTRONG HMS BREMERTON INC Construction Contractor General Unused 11/13/1970 5/7/2013 Active ARMSTL'340ME ARMSTRONG LUMBER CO INC Construction Contractor General Unused 7/5/1966 5/7/2012 Active ARMSTHI077NR ARMSTRONG HMS /KENNEWICK INC Construction Contractor General Unused 8/19/1993 8/12/1997 Archived Business Owner Information Name Role Effective Date Expiration Date ARMSTRONG, RICHARD C JR President 01/01/1980 Amount KROKE, GAYLE A Secretary 01/01/1980 000377622 ARMSTRONG, JAMES R Vice President 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 TRAVELERS CAS & SURETY CO HT4536 05/07/2005 Until Cancelled $12,000.00 02/09/2005 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 28 Co James River Ins 000377622 05/07/2011 05/07/2012 $1,000,000.00 05/04/2011 27 JAMES RIVER INS CO 00377620 05/07/2009 05/07/2011 $1,000,000.0005 /05/2010 26 CENTURY SURETY CO CCP546379 05/07/2008 05/07/2009 $1,000,000.0005 /06/2008 25 JAMES RIVER INS CO 00023948 05/07/2007 05/07/2008 $1,000,000.0005 /04/2007 24 LLOYDS OF LONDON (UNDERWRITERS CJ0677041 05/07/2006 05/07/2007 $1,000,000.0006 /06/2006 https://fortress.wa.gov/lnifbbip/Print.aspx 10/14/2011 — — — — Detach And Djsplay Certificate 01 1:7_00:;7 e DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONTR GENERAL REGIST. # EXP. DATE RMSTG *373NO , 5/7/2012 CTIVE DATE 8/20/1963 ARMSTRONG CONST CO INC 2709 AUBURN WAY N AUBURN WA 98002 F625- 052 -000 (8/97) ,1 F625- 052 -000 (8/97) Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONTR GENERAL REGIST. # EXP. DATE CCO1 ARMSTC *373N0 5/7/2012 EFFECTIVE DATE 8/20/1963 ARMSTRONG CONST CO INC 2709 AUBURN WAY N AUBURN WA 98002 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold Thornton Detached Garage 13328 56th Ave South, Tukwila. Floor, Foundation & Roof Framing Plan Building Elevations PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By:, J law:s, Date: DIMENSION NOTES: DENOTES CENTERLINE DIMENSION DENOTES EDGE DIMENSION SYMBOL NDICAtES SIDE E i11111 l' 11 fiigit IIEEI!g!I 41 !I 111111111 III III g iii?:111g piii fl IIIII li ;go! Ili ! Plight/ II! 11 1 1 igt 11 itil ill 1 !Ira/ I* g 1 II: 1 IVIIN;11 gi‘ fli Sheet 1 Sheet 2 All Construction to comply with 2009 I.B.C, 2009 I.R.C, 2009 W.S.E.C, and local building codes s 1 aeon st 1 ��,, c 6 140th St . ' A IL..: _ kiapguest �,®20j1 M paueit P.onigni Cj2D11 Inteimayi N!‘ SEPARATE PERMIT REQUIRED FOR: arm echanical Ill Electrical was Sing Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of Work without prior approval of Tukwila Building Division. ROTE Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. t'U' ' t77 Plan review approval is subject to errors and ott font Approval of construction documents does not authorizo the violation of any adopted code or ordinance. Re ipt of appro • Field Copy =�� "'' �'�� ins is am-10 '4le40d: BY _ MAi,. Dais: City Of lbkwita BUILDING DIVISION t\1l77 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 052011 City of Tukwila BUILDING DIVISION RECEIVED JUN 212011 PERMIT CENTER REVISION DATE REVS. 3 -23 -11 GPM REVS. 5 -2 -II GPM COPYRIGHT PROJECT TwO :NTON SWEET COVER SHEET DRAWN BY GPM DATE 4 -20 -11 AUBURN SARA S. SHT. NO. COVER 16' -0" STRUCTURE ROOF LINE 2 "x4" EXTERIOR WALLS N A ROOF TRUSSES 24" O.C. REFER TO ROOF FRAMING PLAN SINGLE CAR O''d' # I5' -5 "X23' -5" INTERIOR PIMENSIONS 4" CONCRETE SLAB FLOOR FINISH PER LOCAL COPES 8' -0" 9s WIRE FOR FUTURE OPENER vERIFY DOOR TYPE /�I /. N / / \ ROLL UP DOOR 3' -0" 1 1 CONC. PAD - 231- 0 "X4' -0" 10 g Ib' -0" 4gNgRrAL NOTgs:, O ALL DIMENSIONS ARE FRAMING TO FRAMING AND BASED ON ACTUAL MATERIAL THICKNESS O BUILDING ENVELOPE CONSTRUCTION 2 "X4" EXTERIOR FRAME WALLS W/ -I/I6" O.S.B. WALL SHEATHING 1.5• BUILDING PAPER HORIZONTAL LAP SIDING PER PLAN PRE- MANUF. ROOF TRUSSES 24" D.C. 1/16" 0.88. ROOF SHEATHING I5" BUILDING PAPER COMPOSITION ROOFING O ALL WINDOWS UNITS TO BE VINYL FRAME O VERIFY ALL ELECTRICAL W/ OWNER ON SITE PRIOR TO INSTALLING O ALL CONSTRUCTION TO COMPLY WITH 2009 1.8.C.,2009 I.R.C, 2009 W.S.E.C. AND LOCAL BUILDING CODES o � I6' -0" 2 "X4" P.T. MUDSILL W/ 4i3" 4,X10" AB. 41 -0" ON CENTER AND WITHIN 12" OF SILLENDS AND CORNERS ALL WASHERS TO BE 3 11X3 "XI /4" (GALV.) 1 r IrlraLE CrAR rgal I5' -0 "X23' -0" INTERIOR DIMENSIONS 4" CONCRETE SLAB FLOOR FINISH PER LOCAL CODES EQ BUCKOUT FOR 31 -0" PASSAGE DOOR J 8' -3" BUCKOUT FOR ROLL UP DOOR (BASED ON 2 "X DOOR WRAP) 8' -0" 81 -IV'I .4 1 I6' -0" e 4CED 44)41_1_ eCH " Ut_E ,A MIN. PANEL LENGTH MAX. PANEL HEIGHT MINIMUM SHEATHING NAILING. 'f ANCHOR BOLTS HOLDOWNS REQ'D A 41 -0„ 10' -0" 1/16" PLYWD ONE FACE 6d 6" Q.C. VDGE5 6d 12" QA MELD ly AB. 48" O.C. N/A / ° \ 4' -" 10' -0° %" GIB. EACH FACE 5d WUA14,1SOARID NAIL5t 111 O.G. N/A N/A Q $'.0" 101 -0" IV GiWB. ONE FACE 5d WALPOARP NAII-B IN O.C. N/A N/A A2' -8" 10' -0" 1/16" PLYU ONE FACE 8d 6" Q.1G. EDGES Sd 12" Q.C. FIELD �'a" A .B. 16" OC. 1800w UPLIFT MN EA. END Z\ 2' -811 10'-0" 1/16" PLYWP EACH FACE 8d 6" O.G. EDGES 8d 12" pc. FIELD Ng" A.B. 8" QC. 3000" UPLIFT MN EA. END / \ I'-6" 10-0" REFER TO LATERAL RESTRAINT PANEL DETAIL POOR .. N GARAGE AREA 384.0 SQ. FT. 1/4" T i'-0" P Q U N T MORAL N9T0 O ALL FOUNDATION FLAT STRAPS TO BE ON THE INSIDE OF FOUNDATION WALL O ALL DIMENSIONS ARE FRAMING TO FRAMING AND BASED ON ACTUAL MATERIAL THICKNESS O ALL CONSTRUCTION TO COMPLY WITH 20091.13.C. AND ALL STATE AND LOCAL CODES G ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL c VERIFY ALL UTILITY STUBOUT LOCATIONS ON SITE PRIOR TO POURING CONCRETE O N FD 1/4" = 1' -0" DENOTES CENTERLINE DIh1ENSION DENOTES EDGE DIMENSION SYMBOL- INDICATES EIPE GABLE END TRUSS 2 "X4" EXTERIOR EXT. WALLS UNDER TYPICAL AT GARAGE Wil ft 11 2 1 li 111111141 11 P litillill gi 31 iii!iiiiill iii iiillill INg. ill g ;:iiii 411 511 ! 4141 ogo ay 1 ill:2111i iii 114 1 111111j/11"i ill 4 blii 4 RI 11 110 ti IP! 1 I 11151m Im; 2g1 Itlibill*g1 ill 1 slOptillik ifg f . ti„ I* pis 13. I 4NERAL ROOF NOTES,. O ALL DIMENSIONS ARE FRAMING TO FRAMING AND BASED ON ACTUAL MATERIAL THICKNESS O ALL CONSTRUCTION TO COMPLY WITH 2009 IB.C. AND ALL STATE AND LOCAL CODES 3I2" X 9" GLB Fb =2400 HEADER t O PRE- MANUF. ROOF TRUSSES 24" O.C. 1/I6" OSB. ROOF SHEATHING 150 BUILDING PAPER COMPOSITION ROOFING $ N !2 ROOF PITCH TYPICAL O PROVIDE SIMPSON 44-1' OR EQUAL HURCANE CLIPS AT EACH END OF EACH TRUSS O 2 "X4" EXTERIOR FRAME WALL TYPICAL. UNDER UNLESS OTHERWISE NOTED O ALL BARGE AND FASCIA MATERIAL TO BE 5/4" X 6" UNLESS OTHERWISE NOTED O VERIFY ALL GUTTER AND DOWNSPOUT LOCATIONS ON SITE AT TIME OF CONSTRUCTION O STANDARD HEADER (STD HDR) TO BE 31,2" X 9" GLB Fb =2400 W/ 2 "X6" FILLER IE UNDER INSULATE VOID GABLE END TRUSS O VENT BLOCKS BETWEEN TRUSSES REFER TO REQUIRED VENTILATION NOTE lb' -0" BARGE BOARD MQ'D RQOF VENTILATION NOTE: ONE HALF TOTAL REQ'D VENT AREA TO BE PROVIDED IN UPPER 1,3 OF ROOF AREA BY CONTINUOUS RIDGE VENTING AND /OR GABLE END VENTS ONE HALF TOTAL REQ'p VENT AREA TO BE PROVIDED IN LOWER 1,: OF ROOF AREA BY VENT BLOCKS TYPICAL BETWEEN TRUSSES TOTAL REQ'D VENT AREA 12S SQ. FT. (18432 SQ. IN.) 809r O114AI NOTE: 41.1 ROOF O'HANGS TO BE 2' -0" W/ 1' -0" GABLE END O'HANG TYPICAL UNLESS OTHERWISE NOTED ALL SOFFITS TO BE OPEN UNLESS OTHERWISE NOTED LOAD INe NOTE: ALL ROOF TRUSSES TO OE DESIGNED FOR 25* / SOFT SNOW LOADING AND STANDARD COMPOSITION ROOFING REVISION PATE REVIEV ED FOR CODE COMPLIANCE APPPOVED AUG C 5 2011 City OrTukwila BUILDIN( DIVISION RECEIVED JUN 21 2011 PERMITCENTER ROOF FRAMING PLAN . bt1F17 1/4" = 1' -0n GOP i RIGHT PROJECT * ' 1H '1ON DitehigreAria 7 : - -04 E. FLOOR FOUNDATION, 4 ROOF FRAMING PLAN DRAWN BY GPM PATE 6 -06 -11 SNT. MO. 1 TOP PLATE STD WINDOW HDR HT STEM WALL FILLER PLATE MUDSILL 8&4" HARDIPLANK HORIZONTAL SIDING 5/4 "X4" SIDING CORNERS 5/4 "X4" WINDOW 4 DOOR TRIM EVT 1 ON 1/4" = 1' -0" 2' -0" EAOT E EVAT I ON 1/4" = 11-0" COMP ROOFING 15' BUILDING PAPER -A6" OSBSHEATHING PRE- MANUF. TRUSSES 24' Of. REFER TO ROOF FRAMING PLAN FOR TRUSS LAYOUT SIMPSON H -I CLIP AT EACH END OF EACH TRUSS vENT BLOCKS TYP. BETWEEN TRUSSES REFER TO ROOF FRAMING PLAN 5/4 "X6" FASCIA BRD. VERIFY GUTTER 4 DUNSPT. LOCATIONS ON SITE ALL SOFFITS TO SE OPEN SIDING PER PLAN 1.5' BLDG. PAPER 1/16" OSB WALL SHTING. 2 "X4" STUDS 16" O.C. 1/2" SHEETROCK (NT) SIDING TO OVERLAP MUDSILL MINI" FINISH GRADE FOOTINGS TO BEAR ON UNDISTURBED SOIL TYPIC.A i RE •4 vERT. BAR 18' O.C. _1_ ALTERNATE BENDS F \- 12 "X6' FOOTINGS WITH re (2) R4 HCRZ. MBAR TOP PL 2 "X4" P.T. MUDSILL WITH 5/8" ROUND X 10' ANCHOR BOLTS 4' -0" AND WITHIN 12' OF SILLENDS AND CORNERS (FILLER PLATE, DRILL TO ALLOW FOR ANCHOR BOLT NUT) 4" CONC. SLAB 0 6 2 BTTM. PL. 6" FOUNDATION WALLS WITH (1)04 HORIZ REBAR 'f 12" ,, W,41.1_ SECTION 1/2" = l'-O" I CONTINUOUS RIDGE VENTING TYPICAL MI-EVAT ON 1/4" = 11-0" NoR.r E COMPOSITION ROOFING TYPICAL I5o BUILDING PAPER 1/16" 0S$. SHEATHING PRE- MANN. ROOF TRUSSES 24" OL. REFER TO ROOF FRAMING PLAN FOR TRUSS LAYOUT SIMPSON H=I OR EGw'AL HURRICANE CLIPS TYPICAL AT EACH END OF LiAS TRUSS PROvIDE VENT BLOCKS TYPICAL 3ETLEEN TRUSSES SOFFITS TO BE OPEN LNLg55 OTHERWISE NOTED 12 v 1TION 1/4" = 1' -0" TRUSS MANUF. TO VERIFY TRUSS WEB CO> FIGURATION 2"X4" STUDS 16" O.C. SIDING PER PLAN SINGLE CAR GARAGE B.11 PLATE FILLER PLATE MUDSILL 4" THICK CONC. SLAB ri REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 5 2011. City of Tukwila BUILDING DIVISION 2"X4" P.T. MUDSILL W/ 5/84X10" ANCHOR BOLTS RECEIVED 4'-0" fib" WIDE IN 12" OF BNOS IONE W WALL 111/ 12"X6" JUN 21 2011 FOOTING TYPICAL UNLESS OTHERWISE NOTED ALL FOOTNG5 TO BEAR ON UNDISTURBED SOIL PERMIT CENTER BUILDING CROSS SECTION 14 -04 1/4" = 1' -0" DPI *IO!I NOTES: �. DENOTES CENTERLINE DIMENSION CI DENOTES EDGE DIMENSION SYMBOL INDICATES SIDE 4;■* BUILDING COMPONENTS (253) 833 -66 &6 AUBURN, WASHINGTON REVISION DATE COP -RIGHT *PRONE *CyTI 1 w 1 VIV 01114140, CIARIAM SHEET BUILDING ELEVATIONS DRAWN BY GPM DA4TE 6 -06 -11 SAT. NO. 2 TRACT 40, PLAT RECOR EXCEPT ANY OF THE DUN THE NORTH TRACTS, ' AC IN KING. CO _ • ECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO ED IN VOLUME 12 OF PLATS, PAGE 79, IN KING COUNTY. WASHINGTON PORTION THEREOF LYING BELOW THE LINE OF ORDINARY HIGH WATER MISH RIVER. 5 FEET OF TRACT 39, SECOND ADDITION EAST RIVERTON GARDEN OROING TO PLAT RECORDED IN VOLUME 12, OF PLATS. PAGE 79, NTY. WASHINGTON. 1) THE TO' THE FI: AN ELEI WRITTE ONLY. 1 2) SUBJEC 3) A TITL IF ANY 4) THE TO CREWS NOT RE 5) THIS S COMPLE PROPER SCOPE OF N19'52.43 "E.ION CENTERLINE OF S6TH AVE. S. PER RECORD OF =OOK 163.OF SURVEYS AT PAGE 38. RECORDS OF KING COUNTY. 1GRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN MAY OF 2011. 0 DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH RONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR CONVIENENCE SIGN SHOULD RELY ON SPOT ELEVATIONS, PROPERTY TAX PARCEL NO. 641410 -0660. REPORT WAS NOT FURNISHED AND THEREFORE, EASEMENTS ARE NOT SHOWN ON THIS MAP. OF SLOPE SHOWN ON THIS SURVEY IS THE FIELD TERPRETATION OF THE TOP OF SLOPE. THIS DOES 'ESENT THE LIMITS OF A "40x" SLOPE AREA. 'VEY DOES NOT REPRESENT A FULL AND TOPOGRAPHIC SURVEY OF THE SUBJECT ,. TOPOGRAPHY SHOWN IS LIMITED IN DEFINED BY CLIENT. -- FOUND MONUMENT AS NOTED. • SET REBAR & CAP AS NOTED ® FOUND REBAR & CAP AS DOTED. )(r FOUND NAIL AS NOTED O FOUND RAIL ROAD SPIKE UTILITY POLE CATCH BASIN © SANITARY SEWER MANHOLE FINISHED FLOOR ELEVATION X SPOT ELEVATION ® SEWER POST ® WATER METER tl FIRE HYDRANT 111 GAS METER 0.4 WATER VALVE •3* LIGHT STANDARD TELEPHONE MANHOLE �,,•• ;,;,•I ASPHALT SURFACE CONC SURFACE h ill STAIRS ���► , DECK GRAVEL SURFACE D.W.APRON DRIVEWAY ACCESS CONC CONCRETE R -0 -Pi RIGHT -OF -WAY ( ) RECORD AS NOTED ROS RECORD OF SURVEY. BOOK / W BURIED WAT BUILDING L CENTERLINEi' —BHP— OVERHEAD WI - - SLOPE AS Nth EAVES G BURIED GAS O O WOOD FENCES O TRUNK DIA DECIDUOUS TREE (NOT SHOWN T IN INCHES. INSTRUM MEASURI REVERSE STATE :S TATION FOR THIS SURVEY WAS A LEICA ELECTRONIC DISTANCE UNIT. PROCEDURES USED IN THIS SURVEY WERE DIRECT AND NGLES, NO CORRECTION NECESSARY. MEETS KING COUNTY AND NDARDS SET BY WAC 332 -130 -090.' h REVIEWED FOR CODE COMPLIANCE APPROVED AUG 052011 As Ocalsdri t•Kg 1 41 O 09 N THE SCOPE OF THIS SURVEY AS BY CLIENT DID NOT INCLUDE LO OF THE NORTHWESTERLY EDGE C DUWAMISH WATERWAY WHICH DETE THE SOUTHEASTERLY MARGIN OF `., SUBJECT PROPERTY. INCOMPLE RECEIVE CITY OF TUl� LA LTR# JUL 1` 5' 2011 PERMIT CENTER 8PE sFr ds 9 s °ti ✓SO�S DRAFTED BY: V.L.J 1M MM, r3: 31.y OF I