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Home My WebLink AboutPermit D07-062 - GERKING RESIDENCE - GARAGEGERKING GARAGE 4618 S 150 ST EXPIRED 11-03-08 D07 -062 Parcel No.: 0042000235 Address: 4618 S 150 ST TUKW Suite No: Tenant: Name: GERKING GARAGE Address: 4618 S 150 ST , TUKWILA WA Owner: Name: GERKING PHILLIP D +MAUREEN A Address: 4618 S 150TH ST , SEATTLE WA 98188 Phone: Contact Person: Name: PHILLIP GERKING Address: 4618 S 150 ST , TUKWILA WA 98188 Phone: 206 240 -5983 doc: IBC -10/06 City►f 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 Contractor: Name: OWNER AFFIDAVIT - PHILLIP GERKING Address: Phone: Contractor License No: DEVELOPMENT PERMIT DESCRIPTION OF WORK: COMPLETE CONSTRUCTION OF DETACHED GARAGE/STORAGE UNIT FROM EXPIRED PERMIT D05 -151. SCOPE REDUCED TO ELIMINATE ALL INTERIOR PARTITIONS AND PLUMBING. SPACE WILL NOT BE CONDITIONED. Value of Construction: $2,000.00 Fees Collected: $145.91 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0026 * *continued on next page ** Permit Number: D07 - 062 Issue Date: 05/11/2007 Permit Expires On: 11/07/2007 Expiration Date: D07 -062 Printed: 05-11 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and doc: IBC -10/06 City Giv 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 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 'rime: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N Permit Number: D07 -062 Issue Date: 05/11/2007 Permit Expires On: 11/07/2007 Date: tat permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied n , w ief er 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 the perrmaugre of work. I am authorized to sign and obtain this development pern}it. Signature: • C Date: /1( - 7 Print Name: T - RWI r Gee-W-I/. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 - 062 Printed: 05-11 -2007 Parcel No.: 0042000235 Address: 4618 S 150 ST TUKW Suite No: Tenant: GERKING 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 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: 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. 5: All wood to remain in placed concrete shall be treated wood. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 8: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. * *continued on next page ** Permit Number: D07 -062 Status: ISSUED Applied Date: 02/26/2007 Issue Date: 05/11/2007 D07 -062 Printed: 05-11 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 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 P�uP Geeel,u Date: qi,(O7 D07 -062 Printed: 05-11 -2007 CITY OF TUKWILA Community Developmet apartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 , Tukwila, WA 98188 . http://www.ci.tukwila.wa.us 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 Address: y Co ig s, t 9j- Tenant Name: ((�� .1 Property Owners Name: i'1 tuJ P r PJZ Mailing Address: 4( s, ()-tt -. sr Name: Mailing Address: LK) (Q S ( ) ' E -Mail Address: 41.. pcjp • Company Name: King Co Assessor's Tax No.: 00420 O— 628E () 7 Suite Number: Floor: Tv)v4.0itA City — ru 1)(t A City Fax Number: A New Tenant: ❑ .... Yes ❑ ..No State Wigg Zip Day Telephone: f0 '— "t83 i,A- 9131g8 State Zip �, w GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbingand Gas Piping;(lig, Mailing Address: Zip Contact Person: RittLIP a -G E -Mail Address: FOPGE e t rAA44l L Contractor Registration Number: Contact Person: E -Mail Address: jaw II> 6. Awl ■ E'rk-N Q:1Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD ' All plans must be wet stamped by Architect of Recor Company Name: Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Recor State Zip Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid p: $3 W Scope of Work (ple a provide detailed information): C `_ ROM e x4�� (?...EZ i " lam & V 4 9t3cPC gebtre0 .IM 1 fL / N E loe- e4errpaM /WO eal0t$)1' C.n. Si,E WILL /.3m 2:6 C1 (j -,X0 1 i Will there be new rack storage? ❑.... Yes 0.. No If yes, a separate permit and plan submittal will be required. 5F/ 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 12 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. Q:\Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing" ilding Valuation: $ CO Page 2 of 6 Fixture Type Qty ° Fixture Type:: , . rv . ; .Qty; : Fixture Type > ",` :;Qty : IFIX4001:,TytOgnitH, 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 PLUMBING AND GAS 'IPINC PERMIT INFORMATION —2 6 6 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: State Zip Q:IAppliations\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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. 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). 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 CrplER A HORIZED AGENT: Signature: Print Name: B4( P 6 06 Mailing Address: ` P( P) Si (Q' st Date Application. Accepted: Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 2 — ZUD - ?8 3 (AAA-. Q61 Tztotilt- City Date: C.)2/2-6/07 State Zip Date Application Expires: Staff Initials: Page 6 of 6 1 Receipt No.: R07 -00817 Payee: PHILLIP GERKING 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 000/322.100 000/386.904 RECEIPT Parcel No.: 0042000235 Permit Number: D07 -062 Address: 4618 5 150 ST TUKW Status: APPROVED Suite No: Applied Date: 02/26/2007 Applicant: GERKING GARAGE Issue Date: Payment Amount: $85.91 Initials: JEM Payment Date: 05/11/2007 04:27 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Cash 85.91 Account Code Current Pmts 81.41 4.50 Total: $85.91 8172 05/14 9716 TOTAL 85.91 doc: Receiot -06 Printed: 05-11 -2007 Payee: PHILLIP GERKING TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - RES 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.: 0042000235 Permit Number: D07 -062 Address: 4618 S 150 ST TUKW Status: PENDING Suite No: Applied Date: 02/26/2007 Applicant: GERKING RESIDENCE Issue Date: Receipt No.: R07 -00277 Payment Amount: $60.00 Initials: JEM Payment Date: 02/26/2007 10:43 AM User ID: 1165 Balance: $85.91 Amount Payment Cash 60.00 Account Code Current Pmts 000/322.100 4.29 000/345.830 55.71 Total: $60.00 "..� ..i. 02;..26 9796 TOTP- 40 doc: Receipt-06 Printed: 02 -26 -2007 COMMENTS: Ow A ef 1 14s __fti- i/J 1 1 - 1 \ 4 -- 3 df -- ri. C toleci:Jvi (ofiee,rJAJ AA 1, e_ 6 e e 4 eg , HI___, a g-itkf 4 /) C x d -1 6 / 4. 1 's , ci :7 - i - i 60 kbeivti iit- 0 t/0-(6-AL(/' ,)/■ J(A - red:./1 ,Aiturc, 0 ,11( ijkiJr1C- ,Stuy (4-fl, 11At., 4 4 6 'Vile (3-e it) r c-A Ay p raJt-ck (efrtiett v ‘ 1 of f\ J oA C Ft\fL , -m /‘ - FA Phone No: e-,a, 4 Z/0 3 ( e5 Project:- --y. - C...r 1 /Aq olfi'll'' Type of Insizection: FR/girl/Ai& Address; //8 5 /57) .5-f Date Called: Special Instructions: Date Wanted: (i!a , 5 - 7-0,, Requester: Phone No: e-,a, 4 Z/0 3 ( e5 INSPECTION RECORD Retain a copy with permit 1)d7-e67 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION NO. Approved per applicable codes. orrections required prior to approval. Inspecr:. Date: oe , 1:1$58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: i/ /-F oe./1 -/ o a rev/ re> / cX ✓a c✓i"y O 7` / kl # / r he . �� /e y (24 -- i3 tl - Address: 1.4./5 S X56 S-F V ke WtOi 6/0c--- aer/ p7k✓ GONev./ pi-P ?r 4 „ 5 X 74 i . PYt n h "7-e Poyc A av- PVh�A.,S , 1 9 Yo v1 d _ S, I/61 age ` h-se 47 4 p05 - 7 1 3, baatr? - COI � /' .11041077 / /A/ :7i ` tikreersf -- < Probe �j ' / /(' v( 4 /r /5/ Type of Inspection: /= iZ/1/Yr Address: 1.4./5 S X56 S-F Date Called: Special Instructions: Date Wanted: // 7 7 70 a. Requester: Phone No: ._ -z4/o - s -57 p _Os 7 -66 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. 3 Inspector: Date: ..7-47 $58.00 REI "- CTION FEE REQUIRED. Prior to inspection. fee must be paid at 63 ' Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 10 -01 -2008 PHILLIP GERKING 4618S 150 ST TUKWILA WA 98188 RE: Permit No. D07 -062 4618 S 150 ST TUKW Dear Permit Holder: City of Tuk,V lLz Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/03/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, enn fer Marshall, 't Technician xc: Pennit File No. D07 -062 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 7, 2008 Phillip Gerking 4618 S 150 St Tukwila WA 98188 RE: Request for Extension Development Permit No. D07 -062 Gerking Garage — 4618 S 150 St Dear Mr. Gerking, City of Tukwila Department of Community Development Jack Pace, Director This letter is in response to your written request for an extension to Permit No. D07 -062. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit an additional 90 days, through August 05, 2008. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, jem shall it Teccfinician File: Permit No. D07 -062 PAPemrit Center\Extension Letters \Pemrits\2007007 -062 Permit Extension.doc Page 1 of 1 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 XNk g u es ( AJ C A ( ee D 5.57 o f Rftw GS Po7-- 06)2_ oeK - 4 1 ) f IAL go dot' p5/a7/ RO c4A.k 5 3M ■T fat RECEIVED CITY OF TUKWILA MAY '07 2008 PERMIT CENTER 04 -04 -2008 PHILLIP GERKING 4618 S 150 ST TUKWILA WA 98188 RE: Permit No. D07 -062 4618 S 150 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinx and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/05/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Permit File No. D07 -062 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 10 -02 -2007 PHILLIP GERKING 4618 S 150 ST TUKWILA WA 98188 RE: Permit No. D07 -062 4618 S 150 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/07/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er Marshall, Permit Technician xc: Permit File No. D07 -062 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6. ?nn .Cnuthrpntpr Rnn1pv rti_ .Si,itp *ton • Tukwila. Wa.chinatnn OR1RR • Phnnp! 2116- 4. 71- 1iS71) • Far. 71)15- 4. 71 -. ?665 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -062 DATE: 02 -26 -07 PROJECT NAME: GERKING GARAGE SITE ADDRESS: 4618 S 150 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bui di Pg DI ision Public Works Complete Comments: Documents/routing slip.doc 2-28-02 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: C ❑ Permit Coordinator DUE DATE: 02-27-07 Not Applicable n No further Review Required DATE: DUE DATE: 03-27-07 Not Approved (attach comments) ii DATE: Planning Division n C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 STATE OF WASHINGTON) ) ss. COUNTY OF KING AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION P N UJ_I P , states as follows: [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. 1 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. 1 , 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. G E A. DE W .• hi v e 4s s%O N F A � J I, • o v OTARy 90 i UBL\ • I r IO F `WA S�� \applications\8 -2004 affidavit in lieu of contractor registration APPLICANT PERMIT NO.: foD - DL - Signed and swom to before me this A day of May NOTARY PUBLIC in and for of Washington, Residing at K/ hq ✓t , County. Name as commissi oned: Alice A. Deacy My commission expires: 6-/b-OS , 2007. 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. IMUM ALLOWABLE 0 FLOOR AREA IN GLAZING: OPTIO IV TABLE • 6 ACT L % OF AREA IN G ZING: 14. 2% OF FLOOR AREA GLAZI CLASS: U VALUE 0.40 WINDO : -VALUE 0.40 DOORS: J- -VALUE 0.20 n rn TH TU L— OF p,RP "° AT AFL BE ON SS OUR .,- . COST p BE NG IS ` . T�}tS BU1' TER Fill „ ' . � °CCUP • ro� -� . rNSP U L D{NG DEP _;. OF COM :.. WED FOR OMPLIANCE ipprovm ,AR 6 2007 T CLIMATE ZONE. ZONE 1 HEAT TYPE: ELECTRIC RESISTANCE INSULATION VALUE (COMPONENT METHOD APPROACH) WALLS: R -19 ENCLOSED CEILINGS: R -30 (VAULTED), R -3: (ATTIC SPACE) FLOORS (OVER UNHEATED SPACES): R -30 LAB -ON- GRADE: R -10 RIGID THERMAL STANDARDS FO OPENINGS -- RESIDENTIAL REQUIREMENTS: GLAZING GALC. AIR INFILTRATION CONTROL: MANUFACTURED DOORS /WI CONFORM TO S TION 5 ENERGY CODE. MOISTURE CONTROL: (INSTALL VAPO BARRIER ON WARM SIDE OF INSULATION) WALLS: VAPOR REfAr DER BONDED TO BATT INSULATION; INSTALL WITH STAP S NOT MORE AN 8 INCHES ON CENTER AND WITH A G''' BETWEEN AND •VER FRAMING NOT GREATER THAN 1/1.'; OR, VAPOR R. ARDER OF ONE PERM CUP RATING MIL POLYETHYLEN VENTILATION: TEMP. • "ONTROL: DUCT INSULAT +N: SHOWERS: WATER EATERS: EN ERGY WASHINGTON STATE ENERGY CODE, 1994 EDITION AND SEATTLE ENERGY 00DE SUPPLEMENT, 1994 EDITION CHAPTER 6 - PEISCRIPTIVE REQUIREMENTS APPROACH - RESIDENTIAL • RESIDENTIAL EXTERIOR JOINTS/ SEAL, CAULK, GAS LEAKAGE AT EXTERI FRAMES, OPENINGS BETWEEN WALLS OF UTILITY SERVI THE BUILDING E ROOF/ VAPO POLU 57.75 G NG SF 395.0 REA D FLOOR AREA ELO EN• OSED JOIST OR RAFTER SPA 5: P - (VIDE MINIMUM OF ONE INCH C -OVE INSULATION. TAPER OR CO ERIMETER TO INSURE PROPER EXTE OTES OWS: .1.5 OF THE WASHINGTON STATE PE ' NGS: OR WEATHERSTRIP TO LIMIT AIR JOINTS AROUND WINDOW AND DOOR ETWEEN WALLS AND FOUNDATION, D ROOF; OPENINGS AT PENETRATIONS S ND ALL OTHER SUCH OPENINGS IN EIUNGS: RETARDER OF ONE PER CUP RATING (4MIL HYLENE). INSTALL CONTI UOUSLY. R VENTED AIR SPACE RESS INSULATION AT IOR VENTILATION. PROVIDE MINIMUM OF FOUR SQ. INCH RESH AIR PORT IN EACH HABITABLE ROOM. FOR HEATING, THERMOSTAT SHALL BE CAP BLE OF BEING SET FROM 55 -85 DEGREES FARENH: T AND OF OPERATING THE HEATING SYSTEM. THERMOSTAT TO BE AUTOMATIC DAY /NIGHT S ' BACK TYPE. - 14.62% THERMALLY INSULATE ALL PLENUMS, DUCTS AND ENCLOSURES IN ACCORDANCE WITH TABLE 5 -11 OF THE WAS NGTON STATE ENERGY CODE. PROVIDE FLOW CONTROL DEVICES TO LIMIT TOTAL F SHOWER HEAD TO 2.5 GALLONS PER MINUTE. ALL WATER HEATERS SHALL MEET THE REQUIREMENTS 0 THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT A D BE SO LABELED. WATER HEATERS INSTALLED IN UNHEATE SPACES ARE TO BE PLACED ON FLOORS INSULATED TO A MINIMUM OF R -10. W PER - D 0 � J w A)tYT Di 0 0 EEC : ;.: "" PERMIT QUIRE® FOR: K ,Mechartical Electrical L 61umbin G als Piping City of Tukwila BUILDING DIVISION 46th AVE. S Me, changes shall es to the c? %..7.7o7Et 'Lltritilout prior approira i.'Y.:7 Iw 1 g w n 6j ±nT” OIL" te.7. . v;; :i re u1re a new p: c.. 4I may i dude addit orial p+ & nevi' S vJ fees. PROJECT ADDRESS: LEGAL DESCRIPTION: ASSESSOR'S PARCEL NUMBER: TYPE OF CONSTRUCTION: PERMIT SCOPE: SCOPE OF WORK: LOT AREA: LOT COVERAGE: OF LOT COVERAGE: AREA CALCULATIONS: ZONING: SEISMIC ZONE: UTH REEN SITE PLAN SCALE: 1" = 1O' -0" BY rica I to upgraded nel at house cl conduit. PROJECT I\ 4618 SOUTH 150TH STREET TUKWILA, WASHINGTON 98188 242 -0499 680 -9298 PAGER 4618 SOUTH 150TH STREET TUKWILA, WASHINGTON 98188 THE SOUTH 150 FEET OF THE NEST 1/2 OF LOT IG . IN BLOCK 2 OF SECOND ADDITION TO ADAMS; HOME TRACTS, AS PER PLAT REGGOREDE IN VOLUME 12 OF PLATS, PAGE 'i0, RECORDS OF KING COUNTY; TOGETHER KITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER AND ACROSS THE NEST 10 FEET OF THE EAST 1/2 OF LOT 19 IN SAID BLOCK 2; SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON 004200 -0235 TYPE V -- N NEW CONSTRUCTION TORv ATIO CONSTRUCT A GARAGE / /STORAGE ON LEVEL ABOVE 9,480 S.F. 1,694 S.F. EXIST 620 S.F. NEW (INCL. DRIVE & WALKWAYS) 2,314 S.F. TOTAL 24.4 % GARAGE LEVEL STUDIO LEVEL LOW DENSITY RESIDENTIAL SEISMIC ZONE 3 FRE No Plan review approval Is subs tl3 mom Wel Awn - =tunic/ionn docLunerds does o f a the violation of any accepted code or ordinate. of apppv 4 lel p ?nd conditions is adcro Dae -a/ City of lbkwila mtGl -. T bra i r RECD On OF "r1, FEB 2 6 2007 SHEET 1 \DEX Al PROJECT INFORMATION, VICINITY MAP, SITE PLAN, GENERAL NOTES A2 FLOOR PLANS & BLDG. SECTIONS A3 ELEVATIONS S1 STRUCTURAL NOTES S2 STRUCTURAL PLANS & DETAILS SCElV L FEB 2 6 2007 PE ION. KWIL A ER GOOF PLA 0 SCALE: 1/4" = I' -O" • VENT AT BLOCKING BETWEEN EACH TRUSS, TYP. 5.5 12 0 SGALE: 1/4" = 1' -0" SGALE: 1/4" = I''_D': 18' -0' UPPER LEVE1:.1 LA\ f B SECT1O\ - A ROOF ASSEMBLY ASPHALT ARCHITECTURAL SHINGLES ON 30# BUILDING PAPER OVER 5 /S" PLYWOOD (05B) DECK ON PRE - ENGINEERED TRUSSES (SPACED PER STRUCTURAL), R--35 BATT INSULATION, VAPOR BARRIER, 1/2" GWB WITH PAINT. TYPICAL EXTERIOR WALL ASSEMBLY FLOOR ASSEMBLY FLOOR FINISH ON 3/4" PLYWOOD OVER CONTINUOUS VAPOR BARRIER, T.1I FRAMING AT I6" D.G. (PER STRUCTURAL), R -30 BATT INSULATION (PAPER FACED), I /2" NAB WITH PAINT. SLAB ON GRADE/FOOTING c*) 6" EXPOSURE VINYL OR CEDAR LAP SIDING OVER I /2" PLYWOOD OR O5B (NAILING PER STRUCTURAL) OVER CONTINUOUS VAPOR BARRIER ON 2x6 STUDS AT lb" D.G. (P.T. SILL PLATES), R -I1 GATT INSULATION (PAPER FACED), I/2" GWB WITH PAINT. 4" CONCRETE WITH REINFORCING PER STRUCTURAL OVER MIN. 6 MIL CONTINUOUS VAPOR BARRIER L •N U P 15 It "' B • 5. 4" DIA. PERF. FOOTIN PRA N, WRAP WITH FILTER FABRIC AND BAGKFILL WITH WASHED PEA GRAVEL • 3' -0' ,?' -4 1% 5' -9' I GONG 1%.A1 WALK A 3' -G' GONG. WALK BUILD! C') U) 3 ' - 6ARA6= LEVEL PLAN 0 SGALE: I /4" = 1 -D" J GRAVEL DRIVEWAY SCALE: 1/4" = I' -0" 3' -0" x 2' Garage (Unconditioned Space) 18' -0" GARAGE (UNCONDITIONED SPACE) \6 SECTIO B L L 3 1_ 0 " 1 REVIEWED CODE COMPLIAFO R E poporAtiED MAR 6 7007 BUILDING DIVISION ILA clrr O ` Kw P • MiT CENTER R ECEIVED city OF -- u ,Nu FEB 2 s 7007 P Q J z 0 � Q DATE: W + oO r- L c 0 tr) • 0 u, rn r � Q - 5 0 V G En c 0 Z w 6/9/97 cn W CHECKED BY: SHT. 0 w 1 U U) PROJ. No.: 970302.0 DRAWN BY: DOA A -2 PERMIT • • ti • C 01 EAST ELEVATI SCALE: I /4" = I' -O" i FORTH ELEVATI SCALE: 1/4" = 1' -0" SOUTH LEVATI SCALE: 114" = MI= 4a.mi immii 1101=11. ; 1 0 n. -ST ELEVATI .I. 0J co 00 ti 00 i a ov CEILING BOTT. OF CEILING F.F. UPPER LEVEL F.F. MAIN LEVEL (SLABE ON GRADE) Bart. OF F.F. MAIN REVIEWED FOR CODE COMPLIANCE LIAR A 6 2007 City Of Tukwila BUILDING DIVISION EX LEVEL (SLASE ON GRADE) NOV 0 3 2008 RECEIVED FEB 2 6 2007 E 1 V) Z c i--- o 1 J 1 W zi- Z J 0 U CO 1 64 0 cn } La ct DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA CHECKED BY: SHT. A.3 • • ti • C 01 EAST ELEVATI SCALE: I /4" = I' -O" i FORTH ELEVATI SCALE: 1/4" = 1' -0" SOUTH LEVATI SCALE: 114" = MI= 4a.mi immii 1101=11. ; 1 0 n. -ST ELEVATI .I. 0J co 00 ti 00 i a ov CEILING BOTT. OF CEILING F.F. UPPER LEVEL F.F. MAIN LEVEL (SLABE ON GRADE) Bart. OF F.F. MAIN REVIEWED FOR CODE COMPLIANCE LIAR A 6 2007 City Of Tukwila BUILDING DIVISION EX LEVEL (SLASE ON GRADE) NOV 0 3 2008 RECEIVED FEB 2 6 2007 r GENERAL STRUCTURAL NOTES: (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) A. GENERAL 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION). 2. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. . 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE BUILDING I5 BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED. B. DESIGN CRITERIA 1. DESIGN LOADS ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF WIND 1 1 6 .80-MPH; - EXPOS EARTHQUAKE ZONE 3 .041 1 8 ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE 35 PCF C. FOUNQATION 1. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 2. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH INTERFACE WITH SOIL. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. D. CONCRETE 1. ULTIMATE STRENGTH DESIGN PER UNIFORM BUILDING CODE AND ACI 318 -89. 2. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc = 2,450 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR. LESS. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT Si), GRADE 60, fy = 60,000 PSI. WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT MID - DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -86. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (40 BAR DIAMETERS FOR MASONRY) OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2'-0" MINIMUM LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 5. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER: (#6 BARS OR LARGER) ( #5 BARS OR SMALLER) ... E. CARPENTRY 1. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN A.I.T.C. OR APA EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, Fb = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. 2. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND RAFTERS: 2X AND 3X; DOUG -FIR NO. 2, MINIMUM BASIC DESIGN STRESS, Fb = 850 PSI BEAMS AND STRINGERS: 4X; DOUGLAS -FIR NO 1, MINIMUM BASIC DESIGN STRESS, Fb = 1000 PSI 6X AND LARGER DOUGLAS -FIR NO. 1, MINIMUM BASIC DESIGN STRESS, Fb = 1350 PSI POSTS AND TIMBERS: .', 6X AND LARGER DOUGLAS -FIR NO. 1, MINIMUM BASIC DESIGN STRESS, Fe = 1000 PSI STUDS, PLATES & MISC. LT. FRAMING: DOUG -FIR STUD GRADE Fb = 675 PSI TOP AND BOTTOM PLATES AT BEARING WALLS: DOUGLAS FIR CONSTRUCTION GRADE Fb = 1000 PSI ALL LUMBER WITH A LEAST DIMENSION OF 2 INCHES (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19%. LUMBER WITH A LEAST DIMENSION OF 4 INCHES (NOMINAL) Olt GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19% PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 3. PREFABRICATED SOLID WEB WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITTI THE MA■UFACTURER'S PUBLISHED SPECIFICATIONS. PREFABRICATED SOLID WOOD JOISTS SHALL BE AS MANUFACTURED BY TRUSS JOIST McMILLAN CORPORATION OR APPROVED EQUAL. WEBS MAY BE PLYWOOD OR. ORIENTED STRAND BOARD. CHORDS SHALL BE LAMINATED VENEER LUMBER (LVL). ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S STRUCTURAL SPECIFICATIONS. 4. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALT. BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 43 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 5. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER NER REPORT . NUMBER 10S. SHEATHING MAY BE PLYWOOD PER UBC STD 23 -2 OR ORIENTED STRAND BOARD (OSB) PER UBC STD 23 -3, UNLESS NOTED OTHERWISE. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO PS 1 -83 (U.B.C. STD 25 -9). ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: ROC, 19/32" (OR 5/8 ") THICK., 40/20 WALLS: 15/32" THICK, 32/16, OR 1/2" THICK, 24/0 FLOCKS: 23/32" (OR 3/4 ") THICK, TONGUE & GROOVE, (48124) UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS @ 6" o.c. TO FRAIv1ED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12" o.c. (10" c.c. AT'iLOORS) TO INTERMEDIATE SUPPORTS_ PROVIDE SHEATHING EDGE CLIPS@ 16" o.c. AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE - AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d @ 6" o.c., NAIL WITH 10d @ 12" o.c: AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGE. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 2" 6. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL 1 -1/2" BE PRESSURE- TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 7. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBST1TU1ED, PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS TO ARCHITECT AND ENGINEER FOR REVMW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIEDFASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN LC.B.O. APPROVED LOAD CAPACITIES. VERIFY THAT THEDJ ENSIGNS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. 8. WOOD FRAMING - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 8. I ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I -Q OF THE UNIFORM BUILDING CODE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. 8.2 WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X 4 STUDS @ 16" o.c. AT INTERIOR WALLS AND 2 X 6 STUDS @ 16" AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLI] BLOCKING AT MID- HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" o.c. STAGGERED OR BOLTED TO CONCRETE OR MASONRY WITH 5/8" DIAMETER ANCHOR BOLTS AT 4' -0" o.c., U.N.O. REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 8.3 FLOOR. AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8' -0" o.c. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE JOISTS, BEAMS, AND SLOPED AND /OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH U- SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24" c.c. STAGGERED 8.4 NAILS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED 8d = .131 DIAMETER X 2 -1/2" MINIMUM LENGTH 10d = .131 DIAMETER X 3" MINIMUM LENGTH 16d = .131 DIAMETER X 3 -1/2" MINIMUM LENGTH HAND NAILING - SINKERS, COATED 8d = 11 -1/2 GAGE X 2 -3/8" 10d = 11 GAGE X 2 -7/8" 16d = 9 GAGE X 3 -1 /4" NOV 0 3 2008 REVIEWED FOR CODE COMPLIANCE MAR 6 20U/ City Of Tukwila BUILDING DIVISION CEI KNILA MAY 2005 crrr PEA R CE ER Pty`* eI (FEB 2 SHT. w 0 0 0 z w C� S -1 co 0o co Q) DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA,LKC CHECKED BY: DOA e S�rl� Pso -J co STRAP Aimai ��Lo LE G -1 /(z) rG E 1 stvD ,n,:rr 41 SI M GQc'aT1 - 11.71 gi nt JGisr 2nc SALE: I" = I' -O" 1 N SW6 2 1 LED FLOOR SECTION FOU 51^14 6x62.0x2.0WWF OVER 4" GRAVEL AND GONTINUOUS VAPOR BARRIER SCALE: 1/4" = I'-O" IATIOt SCALE: 1" = 1' -0" PLAN - DE516N GONG. WALL FOR 48" OF RETAINAGE WHERE HATGHED ABOVE GONG. WALL ROOF EAVE DETAIL E \7 SCALE: 1" = HALL SECTION STUDIO PLAN 0 SCALE: 1/4" = I' -O RCILF - ffiI > L) 0- 2410 91K6 K To Raf SOISi W /10d 011,5 SCALE: 1" = 1' -0" SECT S ROOF TRA cs (, .kc.. DD66. •,JA1W NG .24 t.JAI L6 6' J(1 ,I 1eTo TRI)S Toe C1 J3cc1tD S1rr)f= o,'J La Z6 2,e ,OUTRI666g S it FL \ISITIO 0 2)4 2 � Li Pere pup P rz Sa6Ar1 I� 9 16, • 01 C I cu • STE V i 8 '_ O ' 2X8 2x8 6'--0' 8' -0' 18' -O' 22 -0' r ,2' -0' A SGALE: 1" = 1' -0" ROOF FRA SCALE: 1/4" = 1' -0" ALL ROOF 15 FRAMED - ASSUNINS 2x8 @ 24" EX ED 6 PLA CODE COM NCE MAR - 6 2007 City Of Tukwila BUILDING DIVISION NOV 0 3 2008 41- x' .Ii . . RET n 0)*. 4 SCALE: 1" = 1 -0" X 2x6 @ 16" O.G. TYP �-- - (2). 2x6 4 LOG 11 RECEIVED cirri OF `C'UKWj A ALL FEB 2 6 nu: PEPO/,y~ � *4 c11jdc (2) To P 11 ECEIVED 0 MLA 19 ENTER W LLJ uJ rz W SHT. z 0 DATE: 6/9/97 CHECKED BY: -1- L -t- co 0 O w z S -2 co 00 0o 0 t PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA,LKC • • I ! 11 SLOPE 4 A. O --F - -- - i ' a:/ N -- i SLOPE 12:12 - I" - -- .4____J 12:12 r .. - r 7 r -, I-. J ILsI 1 1 1 1 Iril l4 1 LOPE 1 1 1 1 1 1 1 1 1 L 1 1 1 II 1 1 1 1 I it ?--' 1 I I _ 'r \ 7r 1 1 1 I SLOPE 0 Q 55:12 I i I I i ROOF T @ 2' -O" 0.G.. I 5.5:12 Ir i 1- i l 1 1 1 1 „ J 7 2x10 / ---- X L "I I I ` r � SLOPE ` 12 :12 i .' SLOPE o J ` IIh r7 -� 12 :12 > e S�rl� Pso -J co STRAP Aimai ��Lo LE G -1 /(z) rG E 1 stvD ,n,:rr 41 SI M GQc'aT1 - 11.71 gi nt JGisr 2nc SALE: I" = I' -O" 1 N SW6 2 1 LED FLOOR SECTION FOU 51^14 6x62.0x2.0WWF OVER 4" GRAVEL AND GONTINUOUS VAPOR BARRIER SCALE: 1/4" = I'-O" IATIOt SCALE: 1" = 1' -0" PLAN - DE516N GONG. WALL FOR 48" OF RETAINAGE WHERE HATGHED ABOVE GONG. WALL ROOF EAVE DETAIL E \7 SCALE: 1" = HALL SECTION STUDIO PLAN 0 SCALE: 1/4" = I' -O RCILF - ffiI > L) 0- 2410 91K6 K To Raf SOISi W /10d 011,5 SCALE: 1" = 1' -0" SECT S ROOF TRA cs (, .kc.. DD66. •,JA1W NG .24 t.JAI L6 6' J(1 ,I 1eTo TRI)S Toe C1 J3cc1tD S1rr)f= o,'J La Z6 2,e ,OUTRI666g S it FL \ISITIO 0 2)4 2 � Li Pere pup P rz Sa6Ar1 I� 9 16, • 01 C I cu • STE V i 8 '_ O ' 2X8 2x8 6'--0' 8' -0' 18' -O' 22 -0' r ,2' -0' A SGALE: 1" = 1' -0" ROOF FRA SCALE: 1/4" = 1' -0" ALL ROOF 15 FRAMED - ASSUNINS 2x8 @ 24" EX ED 6 PLA CODE COM NCE MAR - 6 2007 City Of Tukwila BUILDING DIVISION NOV 0 3 2008 41- x' .Ii . . RET n 0)*. 4 SCALE: 1" = 1 -0" X 2x6 @ 16" O.G. TYP �-- - (2). 2x6 4 LOG 11 RECEIVED cirri OF `C'UKWj A ALL FEB 2 6 nu: PEPO/,y~ � *4 c11jdc (2) To P 11 ECEIVED 0 MLA 19 ENTER W LLJ uJ rz W SHT. z 0 DATE: 6/9/97 CHECKED BY: -1- L -t- co 0 O w z S -2 co 00 0o 0 t PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA,LKC • • I ! 11 G CEILING LIGHT, FLUSH MOUNT FLUORESCENT CEILING LIGHT, RECESSED FLUORESCENT } GEILING LIGHT, FLUSH MOUNT FLUORESCENT • GEILING LIGHT, PENDANT GEILING LIGHT, RECESSED GAN 0 GEILING LIGHT, RECESSED EYEBALL GEILING LIGHT, REGESSED HEAT LAMP W/ EXHAUST FAN (50 GFM U.N.O.) GEILING LIGHT, REGE55ED INGANDESGENT RATED FOR NET LOGATION EXHAUST FAN (100 GFM @ KITCHEN U.N.D.) (50 GFM @ BATH/UTILITY U.N.0) ® CEILING SMOKE DETECTOR: TO BE HARD WIRED WITH BATTERY BACKUP WALL LIGHT, FLUSH MOUNT INGANDE5GENT WALL LIGHT, REGE55ED 1NGANDESGENT WALL LIGHT, FLUSH MOUNT INCANDESGENT, UP GAN WALL LIGHT, FLUSH MOUNT INGANDE5GENT, UP /DOWN --GAN WALL LIGHT, FLUSH MOUNT INGANDE5GENT RATED FOR WET LOCATIONS WALL LIGHT, FLUSH MOUNT INCANDESCENT, SPOT WALL LIGHT, FLUSH MOUNT INGANDE5GENT, FLOOD FORGED AIR SPACE HEATER BASEBOARD SPACE HEATER 200 AMP POWER PANEL • ELECTRIAL SiO-S LE6E\D (110) DUPLEX OUTLET (110) DUPLEX OUTLET, BOTTOM HALF- SWITCHED (110) DUPLEX OUTLET, GROUND- FAULT - INTERUPT (110) DUPLEX OUTLET, AATERPROOF (220) DUPLEX OUTLET (110) JUNGTION BOX, DIREGT WIRED GABLE TV OUTLET TELEPHONE JACK TELEPHONE /DATA JAGK (DUPLEX) DIMMER SWITCH (2 -WIRE) SINGLE -POLE SWITCH (2 -WIRE) SINGLE -POLE SWITCH (3 -WIRE) DOUBLE -POLE WHF= WHOLE HOUSE FAN" W/ AUTOMATIC TIMER SWITCH AND MAX. SONE RATING OF 1.5 PER THE VENTILATION AND INDOOR AIR QUALITY CODE. ALL EXHAUST FAN GFM RATINGS @ .25 WG ALL EXHAUST DUGTS TO TERMINATE AT THE ROOF OF UNIT. 4 STU SARAS, LVEL ELEOTRICAL PLA\ 0 SCALE: I/4" = 1' -0" SCALE: 1/4" = 1' -0" EVEL LECTR1CAL PLA REVIEWED FOR CODE COMPLIANCE Mul "limo MAR m 6 2007 City Of Tukwil BUILDING DIVISION cm /O� ' FEB 2 6137 RECEI CITY 0 KWILA co co a a7 DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 E- DOA