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HomeMy WebLinkAboutPermit D07-079 - HOLLOWAY RESIDENCE - GARAGEHOLLOWAY GARAGE 11854 44 AV S D07 -079 Parcel No.: 3347401030 Address: 11854 44 AV S TUKW Suite No: Tenant: Name: HOLLOWAY GARAGE Address: 11854 44 AV S , TUKWILA WA Cityf Tukwila Owner: Name: BOWEN ALLISON F Address: E 190 SMITH COVE WAY , SHELTON WA 98584 Phone: Contact Person: Name: DAWNA HOLLOWAY Address: 134 S BRANDON ST , SEATTLE WA 98108 Phone: 206 851 -3322 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 Contractor: Name: OWNER AFFIDAVIT -DAWNA HOLLOWAY Address: Phone: Contractor License No: DESCRIPTION OF WORK: BUILD 266 SF DETACHED GARAGE DEVELOPMENT PERMIT Value of Construction: $9,456.30 Fees Collected: $375.06 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 26 doc: IBC -10/06 * *continued on next page ** Permit Number: D07 - 079 Issue Date: 05/21/2007 Permit Expires On: 11/17/2007 Expiration Date: D07 -079 Printed: 05-21 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oTukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the • erformance of work. - •• - - = - d to sign and obtain this development permit. Signature: AIM OIL ___ Date: s - 2- t _ U"4- Print Name: I ✓t ` 4 ^J A Vo Permit Number: D07 -079 Issue Date: 05/21/2007 Permit Expires On: 11/17/2007 Date: v'd- I`0 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. doc: IBC-10/06 D07 -079 Printed: 05-21 -2007 Parcel No.: 3347401030 Address: Suite No: Tenant: 11854 44 AV S TUKW HOLLOWAY GARAGE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -079 ISSUED 03/13/2007 05/21/2007 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. 7: All wood to remain in placed concrete shall 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: 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. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. * *continued on next page ** D07 -079 Printed: 05 -21 -2007 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: htql://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: Dftu 101', V Date: 5/2 ordinances governing or local laws regulating doc: Cond -10/06 D07 -079 Printed: 05-21 -2007 Site Address: It SSA itytti hue S S. Tenant Name: N Property Owners Name: li>Pcillt.j WolloWPI Mailing Address: X34 S QfeiN4) . * Da WA fio Mitft Mailing Address: , 34 S )CM on S} Cetvitte Name: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Developme Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 . http://www.ci.tukwila.wa.us Q:\Applications\Porms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh seA City Suite Number: oatie City ' or office use onl 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** King Co Assessor's Tax No.: 331 710 — (010— 0 0 New Tenant: ❑ .... Yes ❑ ..No State CONTACT PERSON — who do we contact when your permit is ready to be issue Day Telephone: 2-0(0 8S1 33 22 �P 18i0•• State 0 awn/R . U l(Z(Ykli @ C Oir1ai }. 'Fax Number: GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: State City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT. OF RECORD - All plans must be wet stamped by Architect of Record State City Day Telephone: Fax Number: ENGINEER OF RECORD - ° All plans must be wet, stamped by Engineer, of Record State Floor: Zip Zip Zip Zip City Day Telephone: Fax Number: Page 1 of 6 L " J ILLIING : PERMIT,INFORMATION . =- 206431 -3670 Valuation of Project (contractor's bid price Will there be new rack storage? ❑.... Yes Number of Parking Stalls Provided: Standard: Q:Wpplications\Forms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh . $ 1, co Existing Building Valuation: $ Scope of Work (please provide detailed information): t'i'L( 911\M1 Ippp • tarns '(}p OA re of I lb it e, Xi 5---t& q IrouSP o If yes, a separate permit and plan submittal will be required. 'rov de °Atl Building Areas, In Square Footage;Below'. 3 t Floor Floors ti Basement Acc es s ory Itruc Attached GaragE Detached Garag Attached Carpa Detached Cargo Covered Dec nterior Remo ., Addition to x isting cture >.t. or Construction 1 IBC' 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. 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. Page 2 of 6 Fixture Type: Qty Fixture Type: Qty - Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas i LVl Y ILIINlT t'11 \i/. L3PtI I, 11111 lI I L'l%LVIi I I1 r JI%IVIH I IlJ1 Contact Person: E -Mail Address: Contractor Registration Number: Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: QA Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh LVU-'FJI ..JV PLUMBING AND GAS PIPING CONCTOR INFORMATION Company Name: Mailing Address: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: City Day Telephone: Fax Number: Expiration Date: State Zip Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). NER OR AUTHO ' AGENT: Print Name: Mailing Address: 13 et Date Application Accepted: dit Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised. 9 -2006 bh ermits in this a .cation Date: ��;LS/► Day Telephone: �� d cy 5 4 - Sc cAi" 1 i 1 O IS City State Zip Date Application Expires: Staff Initials: Page 6 of 6 Parcel No.: 3347401030 Address: 11854 44 AV S TUKW Suite No: Applicant: HOLLOWAY GARAGE Receipt No.: R07 -00898 Payee: DAWN HOLLOWAY ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE 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 RECEIPT Initials: WER Payment Date: 05/21/2007 10:39 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1547 229.08 Account Code Current Pmts 000/322.100 224.58 000/386.904 4.50 Total: $229.08 Permit Number: D07 -079 Status: APPROVED Applied Date: 03/13/2007 Issue Date: Payment Amount: $229.08 8438 05/21 9716 TOTAL 229.08 don: Reraint -(15 Printed! 05-21 -70(17 Receipt No.: R07 -00348 Payee: DAWNA HOLLOWAY TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - RES 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 RECEIPT Parcel No.: 3347401030 Permit Number: D07 -079 Address: 11854 44 AV S TUKW Status: PENDING Suite No: Applied Date: 03/13/2007 Applicant: HOLLOWAY GARAGE Issue Date: Initials: JEM Payment Date: 03/13/2007 11:06 AM User ID: 1165 Balance: $229.08 Amount Payment Check 3035 145.98 Account Code Current Pmts 000/345.830 145.98 Total: $145.98 Payment Amount: $145.98 doc: Receiot -06 Printed: 03 -13 -2007 Projecy / b 4(4146 6/1" Type of Inspection: /7eY, / N 7 -Y Address: / 4 ‘ 5 Y 1471e( 4° k.° Date Called: Special Instructions: Date Wanted:6 ..../ fr51 537 1 . Requester: Phone No: 206-9Y1-3W INSPEPON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 Approved er applicable codes. El Corrections required prior to approval. COMMENTS: Date:42 4 $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: i / / NO 7/IE..0/ K-1 Type of Inspection: \. Address: 'Date //gLc4 Called: Special Instructioffs: I Date Wanted: -(3-o . • ' Requester: Phone No: 2•C6 -Rsi INSPECTION RECORD Retain a copy with permit INSPEC1ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 206)431-3 Approved per applicable codes. Corrections required prior to approval. / ENTS: fl $58.0 EINSPECTION F REQ !RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project:i/`ii Type I'pecti9n; ,,, c. Address _ / - f Date Called: Special Instructions: Dat �� fia.. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 L227 -ate PE (20•)431 -3 0 proved per applicable codes. El Corrections required prior to approval. COMMENTS: e ) (6 358.00 REINSP.EION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project i ji 7 ( / r)Lere/ c__ Type of Inspection: 7D .., Add ir / .s g . s 9 4 44_ Date Calle Special Instructions: - Date Wanted: 7 ---—' 0, p.m. Requester: Phone No • gc /--- 3 32. ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE MIT NO. 206)431-3 7 r . 'Approved per applicable codes. El Corrections required prior to approval. COMMENTS: IDate: 7- 6-0 $58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: t _ • 0.8 , on, ..- ELS ‘ • Project: // t I Type of Inspectio Address: /4istsy- z-ii/-7 Date Called: n Specianstructions: Date Wanted: 7 V Requester: Phone No: 2.— eg,Sf —. 3 3 16: Z r INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 - 1)(92 PE ITN 1-367 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ( $58.00 REIIiSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: /� 7 ia, /' /9G//�81�0 ��S ./ r4v f' d S'� d;:ar 471 S/ // 7 • rivt/ p)02,, / 04 /.91 ( 4 f , S 'icrso r' f U'ry� ,4 e Q'HGt D`l-Q ©11 , , • si d 5)if - // caf r ,1j// .// „b/i.--/ 6 /,ti � .,)/2. -ovr;to p/ /-e - 7rulS e0/9Npc/% 7 '76 / ' 2/ ,. C /6I ,/ /H f0 ( sr G/ KGs 17-0 J T /. Date Wanted: ZJ�7 a.m. P.6 —, _ Project /� .,,� e f Inspection: Type of y -9 , . - Address /Il S 4,s Date Called: Special Instructions: Date Wanted: ZJ�7 a.m. P.6 Requester: Phone No: /)% C7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 'Inspector; INSPECTION RECORD Retain a copy with permit /b2 d 77 PERM • (206)431 -3 7 orrections required prior to approval. ID> 2.• 11 El $58.00 REIj51S"ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • Proje t4 ///-6 (/ / /1 /2 /GK pe of Inspection: C > /if /C/ %/ c1 Zf Address: //a1_5 4 I�/$ Date Date Called: Special Instructions: Date Wanted: �7 l' 1 - 0 -2 a � .m. .rti": Requester: Phone No: G)� /- ?? 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 CO klENTS: Approved per applicable codes. Corrections required prior to approval. Date: G 0$ . 00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be p id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 70 Project: � /o//ali(. q 1l 0 � "( p Type of Inspection: Fair, cve, Address: V z/� w c -- Date Called: Special Instructions: Date Wanted: 5 - Z ` /" 0 7 Requester: Phone No: a0C -8s - 3 7"3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 pproved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REINSP - ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit ,o 7- PE rr (206)431 -36 «:.,..a4..� ...a....,, •• - - u_.- .: March 23, 2007 Dawna Holloway 134 S Brandon St Seattle WA 98108 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -079 Holloway Garage —11854 44 Av S Dear Ms. Holloway, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Buildine Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, 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. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. end File No. D07 -079 P:Uennifer\Correction Letters\2007007 -079 Correction Ltr #1.DOC jem City of Tukwila ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: March 16, 2007 Project Name: Holloway Garage Permit #: D07 -079 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (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. Some additional information shall be required to be shown on the plan as follows: a) Please provide a fastening schedule that identifies a prescriptive method for brace wall construction and that identifies how exterior roof and wall sheathing shall be fastened. (IRC Table R602.3.(1), R602.10, Table R6002.10.1 & R602.10.6) b) Identify roof diaphragm framing and show truss connections to wall plates. (IRC Table R602.3 (1) & Table R602.3. (1) item i).) c) In addition to item b), trusses shall be an engineered manufactured truss system or roof truss framing shall be an engineered design. Details shall show truss member connections complete with engineers calculations, wet stamped and signed by the engineer, or show trusses shall be "manufactured trusses ". (IRC R802.10.1 & R802.10.2) d) Identify method of foundation sill plate anchorage i.e. bolt size, spacing, washers etc... (R602.11.1) e) Provide a detail for the foundation to show footing size, depth (below finish grade) and identify size of reinforcing steel in the foundation. (R403.1.3, R403.1.3.1) f) Please identify window size and provide dimensions for window and door spacing in walls. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D07 -079 PROJECT NAME: HOLLOWAY GARAGE SITE ADDRESS: 11854 44 AV S Original Plan Submittal X Response to Correction Letter # 1 DATE: 05 -09 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B uilding Division Public Works Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 �- PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division C Permit Coordinator n DUE DATE: 05-10-07 Not Applicable E Permit Center. Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: No further Review Required El DUE DATE: 06-07-07 Approved ❑ Approved with Conditions Q Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -079 DATE: 03 -13 -07 PROJECT NAME: HOLLOWAY GARAGE SITE ADDRESS: 11854 44 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: BGII7bingon Public Works IK Structural t3114/1 A /(A . 2. DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: Fire Prevention Incomplete n TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: OJ �V Y Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials fl 34' Planning Division 41 Permit Coordinator ❑ DUE DATE: 03-15-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 04-12 -07 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: r 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 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05 V01 l7 Plan Check/Permit Number: D07-079 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CVO TUKWILA MAY 0 9 2007 PERMIT CENTER Project Name: Holloway Garage Project Address: 11854 44 A Contact Person: rLON 1k rR 1 t 'bin Aksi Phone Number: Zc) (n P) SL 33 22. Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / k0111, 171, Entered in Permits Plus on _051 (( I at- \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: STATE OF WASHINGTON) ) ss. COUNTY OF KING ) CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION DA - kijt.\jk \ \(0U (please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. I , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. \applications\8 -2004 affidavit in lieu of contractor registration DfNA- *k lbC APPLICANT Signed and sworn to before me this c 1 day of Mac/ , 20 t 7. Residing at o I V( Name as commissioned: My commission expires: PERMIT NO.: N 0 - 1 °1 , states as follows: A Y PUBLIC in and for the State of Washington, Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 - 431 -3670 , Co unty. 1 U4Y 1 / as -a9 - /0 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7 Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of ":a registered contractor with wages as his sole compensation; 17. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. 6 If oveAv no /0 1 foo Sa S j S t4eyac a 1- be,ck Sewe rt O O 3o" Dec CODE APPROVED MAY 18 2007 , 0 a SEPARATE PERMIT iZE QUIRED FOR: City of Tukwila BUILDING DIVISION Mechanical IlElectrical O Plumbing O Geis Piping Date: S S'ite ( PtcAv\ Stolle. = i "= 1,0' I1851 LIy /" Ave. S. La uei l bis . 1 /2 of- L04- II, All oC L01-1' qvk&, ccll o Lo I- 13 ih Nock 5 cc- C. t 14i1ImAnt Mecatw Ct1 DC SectO.A Po/ j por ed 3397ggo 103 o p No c! ng as shall be made to the et' c.;cr't without prior ppm:A al cf T •slla Building M elia:an. NOTE: I cvi :icns will require a new plan _cut n ttai and may it clude additional plan review FILE COPY Permit No, x (� 1414r . , Plan review a Approval of construction ts � and the violation cf eny accepted code or ordinance. Receipt authorial j of approved Fled Copy and cond.`tions is admo, B City of 'I'tekwlfa BUILDING DIVISION RECEIVED cry OF TUKWILA MAR 13 2007 PCrti.Ai1 CE ti IE P01-01--1 0 19' 1 Sc\€ /t 3 RECEIVED CITY OF TL;KS'. ! A MAR 13 2007 0 859 LB 1%\ AVe. 5o'+' t_e `3'.\ �s . 50°4k- c Loo- tl , �4t1 o Lo# l2 c v 0.\i L01- i3 it, $t o ck 5 0-4 1\ moon's M ead o,A.) Gem S AcM4iote. -fie Ct nc Seat-1\e_ \31 v t s iay. ?MC CXX X 33y7yoto3 O Iy , 1\101 3' 3 Door • era 0 Q W REVIEWED F OR CODE COMPLIANCE APPROVED MAY 18 200,7'• City Of Tukwila ' B ILDING DIVISION tq' ' Roof - Pta a`e. r Sco V' 2. 1 r .0 ' /i " os8 (%859 '-lt-! - k Ive. Sov# f .ecal "D . - thc_SoviK li alb oc 1-- 0.4 -11, 1 t o4 Lo -12 oy•a o\\ of Lo# (3 in 151ocic rj be C.I). Wik Yuah'S (Vle4aavv Caac6ehs A &k - \b - Ehe CA- oC Seatt Viv tslor` I POscek 4 53 1- 1V - I 0 r iD RECEIVED - CITY OF TUFF !: MAR .1 2007 PERM T CE •; : Job Truss Truss Type 5 . Ply Baby Connt., Inc. / ML 83021 Al KINGPOST 1 Job Reference (optional) LOADING (psf) TCLL 25.0 TCDL 8.0 BCLL 0.0 BCDL 7.0 The Truss Co., Sumner WA / Eugene OR, DNL I 1 0-8-0 Plate Offsets (X,Y): 14:0- 1 -0,0 -2 -0] LUMBER TOP CHORD 2 X 6 DF 2400F 2.0E BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF /SPF Stud/STD LOAD CASE(S) Standard 7-0-0 7-0-0 7-0-0 7-0-0 REACTIONS (lb /size) 2= 596/0 -5-8, 6= 598/0 -5-8 Max Uplift2=-94(load case 3), 6=- 94(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/27, 2- 3=- 274/82, 3-4=- 945/97, 4- 5=- 945/97, 5-6=- 274/82, 6 -7 =0/27 BOT CHORD 3- 8= 0/895, 5-8=0/895 WEBS 4-8=0/225 455 II BRACING TOP CHORD BOT CHORD .300 s Apr 19 2006 MrTek Ind us . nes Inc , . 14-0-0 7-0-0 14-0-0 7-0-0 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 85mph; h=25ft; TCDL= 4.8psf; BCDL= 4.2psf; Category II; Exp B; enclosed; C -C Exterior(2); cantilever left and right exposed ; end verti left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 2 and 94 lb uplift at joint 6. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 6. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8) This truss is designed for a creep factor of 1.25, which is used to calculate the total load deflection. The building designer shall verify that this parameter fit the intended use of this component. 9) All dimensions given in feet- inches - sixteenths (FFIISS) format. CIl YOF� U4 CORRECTION MAY 0 2007 LTR# PERMRCENTER 01q 1 I WARNING! — VERIFY DESIGN PARAMETERS AND READ ALL NOTES ON THIS TRUSS DRAWING NOTES BEFORE USE. Design valid for use with Mitek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage delivery erection and bracing consult ANSI/TPI 1 Quality Criterta,DSB -89 and SCSI I Building Component Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 PLATES GRIP MT20 185/148 Weight: 52 lb Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10.0.0 oc bracing. Paae 1 of 1 Scale = 1:29.3 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Ina YES Code IRC2003/TPI2002 CSI TC 0.59 BC 0.65 WB 0.13 (Matrix) DEFL in (loc) Udefl Vert(LL) -0.22 3-8 >729 Vert(TL) -0.40 3-8 >408 Horz(TL) 0.44 8 n/a L/d 360 240 n/a REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2007 Of Tukwila ILDING DIVISION theTRUSSco. INC. 5T.I,GG El? EU JoI UTS OF ALL POOP 4U:ATUIUG PA 1 ELci — FAIIEL EDGE CLIPS E I?A FT E PPOVIDE: EDGE ',UPPOI?r, OR USE 1'! PAUELS 012 E.LOC I UG (tee BELOW). Wore U4. APA PXTERIOf? Ott EXPoSUt?E f GRADE PANEL Fop EXPc EA /E, RAVE Oa SOFFIT. FOP APA RATIUG'TAMP APA - RATED 4UEATU{IJG - E-• PAUELS (U►1Sp LoUG PANEL D t1EUSIOU PEt2PELIDICULA R UPPokTS PPOTECV EDGE4 OF PAUELS AGAIU4T EXP <.1112E To WE-ATUEP uorE: toocr MA.tUf ACTUI?EPS 4PE-CIPY.S 1 4 - ILI.'PAC BETWEEN TUE� EDGES OF PAUELS To ALLOW Fo1? EXPAt1410IJ. PAUELS SIZED FoR TUTS GPACILIG APE- AVAI LAISLE. 'UE GAP MAY Et OBI I rr;`D U VERY DIZY CLIMATE-4; C-IE-CIC WITU LOCAL CoD5 4 4 BUILDEI7S F012 ACCEPTC) PRACTICE I►J YOUR A,PEA. Panel installation —Low cost and ease of installation male plywood or non - veneered composite panels the shE athina of choice for most modern roofs. The system provides a structural diaphragm and is appropriate for all !)ut wood shingle or shake roofing, which requires ver tilaticn. The standard panel size is 4 ft. by 8 ft., so rafter or :russ spacing that falls on these modules is most practical. Care must be taken to protect panel edc:es from the weather by the use of trim or edge flashing . Sheathing at exposed overhangs mu St be exterior or exposure 1 rated panels and must be :hick enough to hold a nail or other roof fastener without penetration of the exposed underside. Reoommended fastening— Recommended fastening is 6 in. o.c. at edges and 12 in. o.c. in the field (6 in. in the field for supports at 48 in. o.c.). For sheathing spans greater than 24 in., tongue- and - groove edges, lurrber blocking or panel edge clips are required at edc es between supports; use two clips for supports at 48 n. o.c. SOLID 12OOF SI'4EATI -1IUG PLYWOOD 4 UoU- VENl=ER2ED PAUELS FILE COPY APA rating 12/0 16/0 24/0 32 / 16 48/24 RECEIVED. CITY OF TUKWILA MAY 0 9 2007 PERNiIT Roof - sheathing spans Thickness I Maximum span $ /i6 in. 5 /16 in. to 3 /8 in. 3 /9 in. to 1/2 in. 15 /32 in. to 5 /e in. 23 /32 in. to 7 /e in. 12 in. 16 in. 24 in. 32 in. 48 in. Notes— Values in the table above a based on APA - rated panels continuous over two or more spans with the long dimension of the panel perpendicular to supports. Verify span with panel rating. Spans are based on a 30 -lb. live loaf arid 10 -lb. dead load, the minimum rated by the American Plywood Association. Check local codes and rvitI' design professionals for higher loading such as greater snow loads or higher dead loads of concrete 1Ies or other heavy roofing. These ratings are mir imum. For a more solid roof, reduce spans or increase thickness. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2007 — Of Tukwila t mSIPN J CORRECTION LT R# 11854 44 Ave. South Legal Dis. The south half of lot 11,All of lot 12 and all of lot 13 in Block 5 of C. D. Hillman's Meadow Gardens addition to the City of Seattle Division 1 Parcel #3347401030 Panel thickness Nail size Panel Edge nailing Field nailing '/2 in. or less over 1/2 in. 6d 8d 6 in. o.c. 12 in. o.c. Stud spacing Panel thickness 16 in. o.c. 24 in. o.c. 3 /e in. 1/2 in. STAG &E12 VER - lC.4L JOINTS E3ETWE Els{ 4TRUCTUPAL PA►JELS. wuew Nor EIJC- INE:ERED AS BRACILIG, e41E.kTl4RJG PANELS MAY ;PM.' BETWEEN STUDS v /ITUour BLOCle RJG DEF. JCRJG ON STUD SPACIIJG, PAUE TI.lICICNESS (:IDI JG MATE2IAL. % -11J S JE- ATWING IS RE Fe.R STUDS 9 is IW.. :'.C.. Y2 -1u. SUE Foz STUDS /4 IN. O.C. VePIFr SPAN RATIUG ON PAI• NOTE: tloRlzo1.ITAL P 'WELS StUOWW lu T14I4 DETAIL MAY Be PEPLA:En W/ VE12TICAL PAI1r LS STRUCTUIzAL 51IEATNI14G / SIIJGLE•STORY BUILDIWG DISTA..NCE FROM MUDSILL To To? PLATE- 8 FT. GIL LESS Window and Door Schedule TYPE SIZE A Slider window 24" x 48" B Metal Door `MUDSILL DETAILS see • 36 "x80" 38 x 82" C Garage Door 96" x 84" 96" x 83" (metal) PAIJEL NAILING SCI- E-DULE aee I 1 UPPER EDGE OF- PAWE ALIGIJ' W/ LOWER Top PLATE. LEAVE I /8 -IIJ. SPACE ALL PANEL EDGES. — ESLOCKIUG SEWIND PANEL .10114T4 IS RE•auIRED W-lE-I4 laoRlzoUTAL PAVE -L' ARE EIJGIIJEE IzED FoR LATERAL ES12ACI116. ROUGH OPENING 24 "x48 Plywood and other panel materials may be used as structural sheathing or as finish siding (in single -wall corstruclion, these functions are combined in one layer, as in 81 A, 8 and C). Structural- sheathing panels resist lateral loads and contribute to the overall stiffness of the building, thereby eliminating the need for let -in braving. in earthquake or hurricane zones or where wal s are very tall or penetrated by many openings, structural sheathing may require engineering. Panels rr.ay be installed either vertically or horizontally. Vertically applied sheathing does not usually require blocking because all edges are aligned with framing members. Horizontally applied plywood sheathing is stronger because the highest - quality veneers and the most plies are oriented with the length of the plywood panel. This horizontal strength acts in concert with the vertical strength of the studs. Horizontal orientation is use d when the stiffness of plywood is required for the bac<ing of siding materials, such as shingles or stucco. The capacity of plywood panels to span between studs is related to thickness and to the orientation and number of plies. The spanning capacity of composite STRUCTIM2AL SNEATl4IWG panels, like oriented strand board, is generally slightly less than plywood and is related to panel thickness. The following chart applies as a rule of thumb: Nails or other approved fasteners should be sized and spaced according to the following schedule. Composite panels expand more than plywood when exposed to moisture. For this reason, adequate spacing between non - plywood panels is critical. 11854 44 Ave. South Legal Dis. The south half of lot 11,All of lot 12 and all of lot 13 in Block 5 of C. D. Hillman's Meadow Gardens addition to the City of Seattle Division 1 Parcel #3347401030 RECEIVED CITY OFTV KWILA MAY 09 20e' PERMITGENTER TRU46 W/ OVERI4AWGIWG SAVE EXPOSED "r u tss C:.1t,,ec t Oh DOUBLE Top PLATE „. „---CRIPPLE STUDS 'D GAME SPACING AS COMMON STUDS TYPICAL DOUBLE 2 w IUEADER 2 w 4 BEAR ING WALL ROOFI LJG 12o0F SUEATNII.tG• Top CUoRD OVEEZI -JAuG CoUTluuoLic FASC I A VEUTED FE ZE BLOCK DE•TW EEU TRUSSES FAMED WALL WI SUEATUIUG DOUBLE 2g 11 HEA0R W / -N. OR % -N. PLYWOoD SPACE:E2 ovE; R 1 O R 6,v—cote V000. * WiApoto TRIMMER KING STUD IJoTE : I-EADE12 BUILDS To TUICKNESS of WALL it PRoVIDES NAILING ID ALL SURFACES. FRAMED WALL RE -5 wAw 1---. 12.N. FOUNDATION WALL Arlt' Fe'oTING Co NiJlou' E2AI A ( 1=TE: BLOCK FAciCIA -SQUARE -CUT (AS 4taowu) Co' /Et2E:D .W/ BARGE TR M, OR MITERED To EUD RAFTER SAME AS COMMou RAFTERS WALL SUEATUIIJG LooKoUr TRIM BOARD (Nor 4U0WU) BA ?&E RAFTER BARGE 12A FT E-P CO2UJE R OF WALLS 4 -IN. (MIN.) E ?EIUFoRc SLAB CONCRETE - RATED MOISTURE: BAl212l ER 4- IIJ.(4Iu.) Co M FACTED GRAVEL oR PEA GI2AV EL CLo6ED -CELL RIGID INSULATION EXPOSED RAKE WI TRIM BoAPD CORNER FRAMIUG `GARAG• t,00tz 4 IN•041 REtUFaRC:D: Sl.AE5 SLopE SI.AE3 ToWADD . 7 '' M. PER FT CONC 12ETE'- RATED MoIsTURE ' 5A'RI2IER FooTIIJG :oUTIUUoUS WITH •5LAE3 RECESSED TuPE SIJoLD CAST INTO SLAB To Cot-11 WATER CAULkED EXPANSION .JOINT TURNED - DOWMJ FOOTI SLopE. DRIVEWAY AWAY Fp0M EUILDENG 0 00°0 o. n 00 :0 o' °9 \ ° ;/ \ \`i A�soD GRAVEL P Eif,AR C PE:12IMETE 2 PooFIUG FLAG UIIJG 4 TRIM COORDIIJATED W/ ROOF GUTTER 4 FASCIA S WEATU I1G CoMMOU RA FTEP ELI D RAFTER SAME A4 COMMON RAFTERS LooKoUT BE1faUD BAI ?GE RAFTER T121 vt BoAPD RIPPED To DEPTU of RAF=TERS ExrauDS Ft2UM RIDGE: To CCPUER BLOCK TRIM Top OF SIDIIJG MEETS TRIM BOARD. ( V \ EXPOSED RAKE W/ TRIM BOARD SE_CTIOIJ O O oO 0 O •0e, 7 - !N. 4, TEE!- ANCNoIt BOLT V 4 ET ogz b FT. oc. (MAX.) 12- IN. (MAX.) FROM END of EACIJ PIECE: of MUDSILL. z .- ---1 /2 -IN. STEEL NUT W /STEEL WA' l , Ott 2'6 r. T. WooD MUDSILL SILL GASK ”— coNCRETE oIZ Couct2l_ re - 13Loc K FOUNDATION WALL EI5I � `i — 7 12 - ►N A . MIN. DEPTH OF ANCI4o}2 t oLT EN T, FOUI A W A L MUDSILL W/ ANCNoIR BOLT RECEIVED CITY OFTUKM^!"" A MAY 09 'r" PERMITCENTER 11854 44 Ave. South Legal Dis. The south half of lot 11,All of lot 12 and all of lot 13 in Block 5 of C. D. Hillman's Meadow Gardens addition to the City of Seattle Division 1 Parcel #3347401030