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Home My WebLink AboutPermit D06-483 - Rivas Residence - ShedD06 -0483 Rivas Residence 14239 Macadam Rd S Parcel No.: 1523049036 Address: 14239 MACADAM RD 5 TUKW Suite No: City-of Tukwila Tenant: Name: RIVAS RESIDENCE Address: 14239 MACADAM RD S , TUK:WILA WA Owner: Name: MADRIAGA LORELEI T Address: 5814 16TH AVE S , SEATTLE WA 98108 Phone: Contractor: Name: OWNER AFFIDAVIT - ALFREDO RIVAS Address: Phone: Contractor License No: 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 Contact Person: Name: ALFREDO RIVAS Address: 14239 MACADAM RD S , TUKWILA WA 98168 Phone: 206351-8484 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF 192 SF SHED WITH 192 SF ATTACHED COVERED SHED doc: IBC - 10/06 * *continued on next page ** Permit Number: D06 -483 Issue Date: 04 /30/2007 Permit Expires On: 10/27/2007 O P In° DEC A "°1 Expiration Date: Value of Construction: $13,651.20 Fees Collected: $489.63 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 26 D06-483 Printed: 04-30 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City cTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.cttukwila.wa.us Permit Number: D06 - 483 Issue Date: 04/30/2007 Permit Expires On: 10/27/2007 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 Tine: End 'rime: 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: Date: 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 no presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or rfo ce of rk. I am authorized to sign and obtain this development permit. Signature: Date: I / 7/('I9- Print Name: A a Fed () t t GS - 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 D06 -483 Printed: 04 -30 -2007 bt AftAr Balance Due: $ 2-11 .61- Revision No. Need current Contractor Registration from Contractor ja ❑ No Enter or Update Contractor Information in Permits Plus., Yes ❑ No Attach Contractor Information to Permit „0 Yes ❑ No Notified Contact Person Date 61 j Staff Initials A\ trdo VAvoic 941 31 DEPARTMENTS: Building Division Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -483 DATE: 04 -17 -07 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Revie quired REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑l Approved with Conditior" Notation: !�i'1f lho� Cdry -'c 4 Planning Division Permit Coordinator DUE DATE: 04-19-07 Not Applicable ❑ No further Review Required n DATE: 7 7 DUE DATE: 05 Not Approved (attach comments) ❑ / ¥2 - to . 7o/6-- DATE: y 21'd 7 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -483 DATE: 03 -02 -07 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents'routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: /gene -0 aeLas� REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 03 -06 -07 Not Applicable ❑ 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: e- -Gl-0 DUE DATE: 04 -03-07 Not Approved (attach comments DATE: 7 - v? Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Building Division Review Memo Date: March 7, 2007 Project Name: Rivas Residence Permit #: D06 -483 Plan Review: Allen Johannessen, Plans Examiner • Page 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. The drawings indicate engineers stamp with out engineers calculations. Typically all drawings that are prepared and approved by an engineer shall be accompanied by engineer's calculations. Provide the engineer's calculations stamped and signed by the engineer. (See General Note) Calculations shall identify the seismic, wind loads as well as the structural loads or beam/truss calculations. (IRC R106.1) 2. As part of the previous letters request items 3) & 4), typically plans shall include cross section details of the construction. Provide cross sections that identify method of framing (framing members); identify fasteners particularly for the roof trusses as well as other building framing elements or components. Cross sections shall identify footings/foundations and identify structural elements of the foundation i.e. reinforcing steel and related hardware. (IRC R106.1, R106.1.1 & R802.10) Should there be questions conceming the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. ACTIVITY NUMBER: D06 -483 DATE: 01 -12 -07 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ ❑ Permit Coordinator ❑ Planning Division DUE DATE: 01-16 -07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route eg Structural Review e uired ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: L.- DUE DATE: 02-13-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments Notation:] REVIEWER'S INITIALS: DATE: 1 77- Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Building Division Review Memo Date: January 17, 2007 Project Name: Rivas Residence Permit #: D06 -483 Plan Review: Allen Johannessen, Plans Examiner • Page 1 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. A number of ridge beams, ceiling rafters (collar ties), header and beam spans exceed material designed loads. Provide a revised design with documentation to show additional supports or revised material sizes that shall meet design loads for the roof system. (IRC R301.5, R301.6, R301.7 & R301.2.3) 2. Identify point loads for ridge rafters and beams and show continuity down to the foundation or footing. (IRC R106.1.1 & R301.1) 3. In addition to item #2, the building and roof system shall be designed to meet seismic and wind loads. (R301.2.1 & R301.2.2.4) 4. The plan shows a "stick build truss" at the end of the deck Wood trusses shall be designed by an engineer to meet code. Provide details or engineered truss design that meets code for the "stick built truss ". (IRC R802.10) 5. Please provide a prescriptive brace wall schedule specific for this building rather than a generic engineered shear wall schedule. Fastener schedule shall identify the specific fasteners required for this structure or provide engineered drawings with stamped engineered calculations. Identify specific structural hardware connections on the plan. (IRC R301.1.3 & R602.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D06 -483 DATE: 01 -12 -07 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Revie Re. uired ❑ REVIEWER'S INITIALS: Approved Notation: Docwnenls/rouling slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP \J! APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete El REVIEWER'S INITIALS: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 01-16-07 Not Applicable ❑ DATE: /(, 9 DUE DATE: 02 -13 -07 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -483 DATE: 12 -28 -06 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After PermitJssued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Please Route TUESITHURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2g -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ n ❑ Permit Coordinator ❑ DUE DATE: 01 -02-67 Not Applicable U Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required No further Review Required DATE: DATE: Planning Division 0 7. DUE DATE: 01 -30 -07 Approved with Conditions ❑ Not Approved (attach comments) ❑ • Permit Center Use Only - - CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -483 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S X Original Plan Submittal Response to Correction Letter # DATE: 12 -28 -06 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: n APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: . -4JS/5" Approved with Conditions❑ DATE: Planning Division n Permit Coordinator ❑ DUE DATE: 01 -02-07 Not Applicable ❑ 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: ISA 7 DUE DATE: 01-30-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff lnitials: • DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete rin7 Planning Division ❑ Permit Coordinator • ACTIVITY NUMBER: D06 -483 DATE: 12 -28 -06 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued • tg DUE DATE: 01-02-07 Not Applicable U Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documenls/rouling slip.doc 2-28-02 No further Review Required DATE: DUE DATE: 01-30-07 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: • Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS January 2, 2007 Alfredo Rivas D06 -483 14239 Macadam Rd S Low Density Residential (LDR) The Planning Division has reviewed the above application and has determined that the application is incomplete based upon the submittal requirements found in Tukwila Municipal Code (TMC) 18.140.060. The following items need to be submitted in order to allow the application to be deemed complete: 1. Provide the total building footprint for the existing house, any existing deck over 18 inches in height, and the footprint of any proposed deck greater than 18 inches in height. PLAN REVIEW /ROUTING SLIP - ACTIVITY NUMBER: D06 - 483 DATE: 12 - - PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: TUES/THURS ROUTING: Please Route Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete ❑ Structural Review Required t RWI DATE: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 01 -02-07 Not Applicable C • Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • ❑ No further Review Required Ivpr DUE DATE: 01 -30 -07 Approved with Conditions Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Site Address: / 'Uaariatti Tenant Name: Q / F s pr/O n lie? J Property Owners Name: A / "erect 72/fl S - Mailing Address: py13 M *a t✓nf f,1 S • i01- 60r(42 City Name: ,. (Mob RI vas Day Telephone: Qom•, 351 Mailing Address: / x/239 Mde&cktYI - S • 7tifrzo/t-4 ojW V.-Mail Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWIL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us 0 1q06401 Pr ta"N -- S CCfl F -•b4' 1 0 36 1 M' C. 5en+rL1 Contact Person: SC-Or P-ArE E -Mail Address: 4GO'rr A tt-AeCl t1 .e:014 Q MAppliea6nntPonn- Appliu,ion, On Lin03 -2006 - Permit Application. doe Revised'. 9 -2006 M Building Pei,,,,. No. Mechanical: Permit t Plumbtng/Gras,Perm i:. Public Works Pernii 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 ** 1 King Co Assessor's Tax No.: IS ' L(7 Suite Number: New Tenant: tf.)0 State City State City Day Telephone: Fax Number: Floor: X ... Yes J'1 I co erKhlfr'1f°n ki1•t err zea.. Fax Number: 2 $ 9 6 ? State � ..No ,7/61 zip k y XY 98/6I Zip 1. OEN CUIN ,C`TOR INFORMATION ;, ERAI. formation for 1ttechanwat{pg 4)for Pluntbipgand Gas Piping ( Company Name: Proel- Mailing Address: Zip Contractor Registration Number: Expiration Date: t\I2CI I Lt`GT =1 F,Ii LORI} 'Ail plains must ligwet staff tiled by Arc li of lalltallse. WA ° 16134 - City State Zip Day Telephone: UM,/ MO- earn Fax Number: 2, f/ -3 152^ 33°10 tNciusR OF'RECORD All plans must bd wet stamped by Engineer of Record State Zip City Day Telephone: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Will there be new rack storage? 0.... Yes vide All $aild(hiAi in SquaieFootegi,Be > 2 "°Floor Plop - 8aseipent Adce4ory Beni a Atiatlted Caip6rt s 3)etac(2e4 Carport �UQiioyered Deck.= : ; Attached.0arage - Imeridr Remodel. Addmortto ;.: ' �Xlsting $tree ti10 - ? -3 I l l 4 TS�P4 ,COli tni PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safe ata 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. QMpplicmionWome- Application On LineU -2006 - Permit Appliwion doc Revised: 9 -2006 bb stt1...A•. At fa it ./ " / / .A E isting Building Valuation: $ No If yes, a separate permit and plan submittal will be required. Page 2 of 6 ': PERMIT:wucAtoeN NOT 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 %z ER OR TH Signaturo 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 Date Application Accepted: ZED AGENT: Print Name: l � i ire c V ( — Day Telephone: -- j) '3S 2 V ?V Mailing Address: c /7-3 9 LJOfl dOL1 prz rf Sow C)fr-wJf4 ( ,t 991 6 /g�6Fl Sate Zip 12428 Q:AppiinrimnWonm- Applications On Line\ -2006 • Pamir Applicalion.doc Revised: 42006 bh C Date: �Z7 � f — Date Application Expires: deli 1P Staff Initial Page 6 of 6 1 Fix trre:ly(ie ,... ' ' (t ` °stureType' C2tY' ", IXture:R3kC - Qiy; F `stur e lrr : ',QV Bathtub or combination bath/shower Drinking fountain or wat 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 ad trap Urinals Dishwasher, domestic, with independent drain Lavatory . Water Closet Building sewer or trailer park sewer Rain wate ystem — per drain ( de 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 r alteration of water pipi and/or water treating eq pment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: 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 Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets b g installed and the quantity below: Q: Applicatiana\Porme- Applications On Lined- 2006 - Permit Appliestion.doc Revised: 9 -2006 bh Sewer: Page 5 of 6 Parcel No.: 1523049036 Address: 14239 MACADAM RD 5 TUKW Suite No: City of Tukwila Tenant: Name: RIVAS RESIDENCE Address: 14239 MACADAM RD S , TUKWILA WA Owner: Name: MADRIAGA LORELEI T Address: 8814 18TH AVE S , SEATTLE WA 98108 Phone: Contact Person: Name: ALFREDO RIVAS Address: 14239 MACADAM RD S , TUHWILA WA 98168 Phone: 206 3814484 Contractor: Name: OWNER AFFIDAVIT - ALFREDO RIVAS Address: Phone: Contractor License No: doe: IBC-10106 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 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF 192 SF SHED WITH 192 SF ATTACHED COVERED SHED Value of Construction: $13,651.20 Fees Collected: $489.63 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 26 * *continued on next page** Permit Number: 1)06 -483 Issue Date: 04/30/2007 Permit Expires On: 10/27/2007 Expiration Date: D08-483 Printed: 04-30 -2007 Project: "3 , fr . 4-•'W,S &A Type of Inspection: `..) 2- Address: PO A ,A4e.,..e.4, Date Called: Special Instructions: date Wanted a.m. Requester: /f2 Phone No: 20C -357 -g V5 41 INSPECTION RECORD Retain a copy with permit INSPECTION NO. QTY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431- 6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 p $58. EINSPECTIO E REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: A7: ( , Type of Ins ection: Address:: 9 ( J ! 7 ;d A A /`/// /(/7.f'//!? Date Called: Special Instruc ions: Date Wante /U 07 / Requester: Phone No: 2_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector INSPECTION RECORD Retain a copy with permit (20:)431 -3670 ty( ' Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: a /c/ /°ter c.ar, 77 4-24,09/ Z� roo/ t s d l"/ 77h l t/e/ 3 � /9 ,4-7/% /t,,i., i-e ,/7 N4- bza- ydy/3 4.,-,// 5' � ) Date: /i i 4/Lf•111 0 558.00 REINSPECTIO FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: File: D06 - 35mm Drawing #1 - 8 11 -06 -2007 ALFREDO RIVAS 14239 MACADAM RD S TUKWILA WA 98168 RE: Permit No. D06 -483 14239 MACADAM RD S TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a fmal 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 T ukwila 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 mast 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 12/16/2007 , 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, xc: Permit File No. D06-483 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 Receipt No.: R07 - 00707 Payee: ALFREDO RIVAS ACCOUNT ITEM LIST: Description doc: Receipt -06 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 Parcel No.: 1523049036 Permit Number: D06 -483 Address: 14239 MACADAM RD 3 TUKW Status: APPROVED Suite No: Applied Date: 12/28/2006 Applicant: RIVAS RESIDENCE Issue Date: Initials: BLH Payment Date: 04/30/2007 01:26 PM User ID: ADMIN Balance: 50.00 TRANSACTION LIST: Type Method Description Amount Payment Check 117 298.52 Account Code Current Pmts 000/322.100 294.02 000/386.904 4.50 Total: $298.52 Payment Amount: 5298.52 7630 04/30 9716 TOTAL 298.52 Printed: 04 -30 -2007 Engineering www.tecinstruct.com Client: Project: Description: : :.......... .................... Building Codes: Structural Design/ EOR: FILE COPY .,N. Prrrt r ,. STRUCTURAL CALCULATION greyscale architecture + design 1938 1st Ave S Seattle, WA 98134 REVIEWED FOR CODE COMP APPROVE APR 2 6 200 Alfredo Rivas 14239 Macadam Road S Tukwila, WA 98168 Storage Shed + Deck IRC 2006 ASCE 7 -02 Roland Heimisch, P. E. CI APR 1 7 2007 PERMOTCENTER tecinstruct LLC 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 (206) 553 -9076 FAX (206) 529 44 08 rheimisch @yahoo.com CORRECTION LTR# Z- SEISMIC USE GROUP: = 111 I ROOF LIVE LOAD IMPORTANCE FACTOR IE = 1.0 SITE CLASS: II D (STIFF SOIL PROFILE) SEISMIC DESIGN CATEGORY: FLOOR LIVE LOAD I11 D psf SEISMIC MODIFICATION COEFFICIENT R II 6.5 EXTERIOR WALL DEAD LOAD MAPPED ACCELERATION Ss II 1.501 7 51 0.518 SITE COEFFICIENT Fa II 1.0 psf FLAT -ROOF SNOW LOAD (no reduction applied) Fv II 1.5 SNOW EXPOSURE FACTOR DESIGN ACCELERATION SDs II 1.001 SNOW LOAD IMPORTANCE FACTOR Is SD1 = 0.518 THERMAL FACTOR ROOF DEAD LOAD = 10 psf ROOF LIVE LOAD = 20 psf 1.0 WIND EXPOSURE: FLOOR DEAD LOAD B 15 psf FLOOR LIVE LOAD = 40 psf BUILDING HEIGHT < 30 EXTERIOR WALL DEAD LOAD = 10 psf INTERIOR WALL DEAD LOAD 7 psf SNOW GROUND LOAD 25 psf FLAT -ROOF SNOW LOAD (no reduction applied) 25 psf SNOW EXPOSURE FACTOR Ce 1.0 SNOW LOAD IMPORTANCE FACTOR Is = 1.0 THERMAL FACTOR Ct = 1.0 BASIC WIND SPEED II 85 MpH WIND IMPORTANCE FACTOR: Iw II 1.0 WIND EXPOSURE: B DESIGN METHOD: SIMPLYFIED WIND LOAD METHOD PER 2006 IBC 1609.6 BUILDING HEIGHT < 30 ft ADJUSTMENT FACTOR: A = 1.0 Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 1. Design Criteria LOADS WIND DESIGN DATA SEISMIC DESIGN DATA tecinstmctLLC, Kenmore, WA 98028 . Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 2. Vertical Design List of Designed Members Key No. 01 Rafters 2x6" w/ Collar Ties, @ 24" o.c. Key No. 02 Ridge Board 2x8" Key No. 03 Hip board 2x8" Key No. 04 Beam 4x8 ", D -Fir -L (N) Key No. 05 Column 4x4 ", D -Fir -L (N) Key No. 06 Truss Key No. 07 Deck joist 2x6 ", @ 16" o.c., P.T. Key No. 08 Beams at deck, 2x8 ", P.T. Key No. 09 Concrete Footings at deck, 1.5 x 1.5 sqft Key No. 10 Concrete Footings at middle of building, 1.5 x 1.5 sqft tecinstructLLC, Kenmore, WA 98028 Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 • Key No. 01 Rafters 2x6" wl Collar Ties, @ 24" o.c. Roof Slope (from drawings) = 18 degrees Span L = 16' a = (horizontal projection from end of Rafters to start point of collar ties) = 5 ft b = (horizontal projection of collar ties) = 6 ft h = (height under collar ties) = 2 ft h = (height over collar ties) = 1.5 ft Load on main roof: Weight 10 psf Snow 25.0 psf Total w (vertical) 2 x (10 + 25) = 70 Ibf /ft Load from gypsum boards under rafters Load from gypsum boards under collar ties For numeric calculation, see next page w, = 2 x 6 = 12 Ibf /ft w = 2 x 6 = 12 Ibf /ft tecinstructLLC, Kenmore, WA 98028 a b ho hu h 5.00 ft 6.00 ft 16.00 ft 1.50 ft 2.00 ft 3.50 ft tan a n m c lw 70 Ibf /ft Az = Bz Ax = Bx N24 M2 = M4 Iwu = 12 lbf/ft Az =Bz = Ax =Bx = N24 = M2 =M4 = Iwo = 12 Ibf/ft Az =Bz = Ax =Bx = N24 = M2 =M4 = = 0.438 2h/7 = 0.571 hu/h = 0.429 ho/h = 0.429 1 -n = 0.245 nxm DESIGN OF RAFTER / COLLAR TIE ROOF 560.0 lbf (wx = 988.6 Ibf (1 +4n +c/16n tan a) x w x I _ -813.3 Ibf (1 +c) /(16c tan a) x w x l - 1,782.9 Ibf /in (3c -1)/32 x w x 1 x 12 54.9 Ibf 53.7 Ibf -83.6 Ibf -17.9 Ibf /in 36.0 Ibf we x b/2 82.3 Ibf wcxb/2tana -82.3 Ibf -wc x b/2 tan a 0.0 Ibf /in 0 n/2xwux1 (m(n +4)/16 tan a) x wu x I {n(3m +1) /16m tan a)xwux1 - (n3/32)xwuxl2x12 • Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No. 02 Ridge Board 2x8" No structural function, therefore no calculation Key No. 03 Hip board 2x8" Span: max L (horizontal projection) = 9 ft Loads: max trib at middle = 4 ft at x = 1/3 of span Triangle load with peak wDL = 4 x 10 psf = 40 lbf/ft at x = 3 wLL = 4 x 25 psf = 1001bf/ft at x = 3 For numeric calculation, see next page tecinstructLLC, Kenmore, WA 98028 W 1 o od Wo rks SOFTWARE FOR WOOD MUCH COMPANY tecinstruct LLC 0 12 PROJECT Remodeling 29 Macadam Road Tukwila, WA 98168 03 Hip board Feb. 07 20:25 Design Check Calculation Sheet Sizer 7.0 LOADS ( Ibs, psf, or ptf) : Load Type Distribution Magnitude Location [ft] Units Start End Start End DL1 Dead Triangular 0.0 40.0 0.00 3.00 plf DL2 Dead Triangular 40.0 0.0 3.00 9.00 plf LL1 Live Triangular 0.0 100.0 0.00 3.00 plf LL2 Live Triangular 100.0 0.0 3.00 9.00 plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 9 y n y ttn j 0 , 9 , Dead 114 93 Live 250 200 Total 364 293 Bearing: 425 1363 F'theta Load Comb #2 #2 Length 0.57 0.50* *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, Hem -Fir, No.2, 2x8" Slope: 15.0 deg; Total length: 9'- 3.81 "; Self- weight of 2.25 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using Nos 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) fv = 47 fb = 860 Fv' - 150 Fb' = 1020 fv /FV' = 0.32 fb /Fb' = 0.84 Live Defl'n 0.16 - L/702 0.31 - L/360 0.51 Total Defl'n 0.19 = L/573 0.47 - L/240 0.42 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Ervin' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 352, V design = 343 lbs Bending( +): LC #2 - D +L, M = 942 lbs -ft Deflection: LC #2 - D +L EI- 62e06 lb -in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 (D -dead L=live S-snow W -wind I- impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No D4 Beam 4x8 ", D -Fir -L (N) Sft Span: L Loads: from roof w/ trib area = 9 ft 90 Ibflft a = 9x10 2251bf /ft LL = 9 x 25 For numeric calculation, see next page teclnstructLLC, Kenmore, W A 98028 111 Ili II I 00 0 r SOFIWAle WIN WOMI DESIGN COMPANY tecinstruct LLC Kenmore, WA 98028 Feb. 11, 2007 20:42 PROJECT Alfredo Rivas Remodeling 14239 Macadam Road Tukwila, WA 98168 04 Beam Design Check Calculation Sheet Sizer 7.0 LOADS ( lbs, psf, or pit) : Load Type Distribution Magnitude Start End Location [ft) Start End Units DL LL Dead Live Full UDL Full UDL 90.0 225.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 9 - 4 49 Pre*k' Wt‘ ? I lo 8 Dead Live Total Bearing: Load Comb Length 384 900 1284 384 900 1284 42 0.59 42 0.59 Lumber-soft, D.Fir-L (N), No.1/No.2, 4x8" Self-weight of 5.92 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fv = 64 fb - 1005 0.12 = L/823 0.14 = L/678 Fv' = 180 Fb' = 1105 0.27 w. L/360 0.40 = L/240 fv/Fv' = 0.36 fb/Fb' = 0.91 0.44 0.35 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cm LC4 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC 42 = D+L, V = 1284, V design 1090 lbs Bending(+): LC 42 = D+L, M .. 2567 lbs-ft Deflection: LC 42 = D+L E/- 178e06 lb-in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. (D-dead L-live S=snow W-wind I-impact C-construction CLd=concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. ' Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No. 05 Column 4x4 ", D -Fir -L (N) Height H = 8 ft Point load from beams 04 2 x 1,300 = 2,600 lbf For numeric calculation, see next page tecinstructLLC, Kenmore, WA 98028 / Iii • WoodWo rk s`P' SOFIWARE 1.0.4 WOOD DESIGN COMPANY tecinstruct LLC Kenmore, WA 98028 Feb. 11, 2007 20 PROJECT Alfredo Rivas A Remodeling 05 Column Design Check Calculation Sheet Size 7.0 LOADS ( lbs, Psf, 0 Plf ) : Load Type Distribution Magnitude Start End Location [ft] Start End Units P Dead Axial 2600 (Eccentricity = 0.00 in) MAXIMUM REACTIONS (lbs): . , ,..,-, , - v,, ,, . ,, ...• ',::;(74„:24 ,1„,;;;;;;,;t4ic 0 8' Lumber Post, D.Fir-L (N), No.1/No.2, 4x4" Self-weight of 2.86 plf included in loads; Pinned base; Loadface = width(b); Ke x Lb: 1.00 x 8.00= 8.00 [ft]; Ke x Ld: 1.00 x 8.00= 8.00 [ft]; Analysis vs. Allowable Stress (psi) and Deflection ( n) using mos zoos : Criterion Analysis Value Design Value Analysis/Design Axial Axial Bearing fc = 214 fc = 214 Fc' = 562 Fc* = 1449 fc/Fc' = 0.38 fc/Fc* = 0.15 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL/CP CF Cfu Cr Cfrt Ci LC# Fc' 1400 0.90 1.00 1.00 0.388 1.150 - - 1.00 1.00 1 Fc* 1400 0.90 1.00 1.00 - 1.150 - - 1.00 1.00 1 Axial : LC #1 = D only, P = 2623 lbs (n-dead L=live S=snow W=wind 1-impact C=construction CLd-concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC-IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No. 06 Truss Forces in truss members are calculated by a computer program in the metric system. (see following pages) Trusses are 24" o.c. DL = 2 x 10 = 20 lbf/ft = 0.292 kN /m SL = 2 x 25 = 50 lbf /ft = 0.730 kN /m Total = 1.00 kN /m max M = 0.19 kNm = 140 lbf-ft = 1,682 lbf-in Ex: 2x6 with S = 7.56 in All bending stress = 850 x 1.15 (snow factor) x 1.3 (sizing factor) = 1,270 psi Req. S= 1,682/1270 =1.32 in <7.56 Hence, the truss is adequate. tecinstructLLC, Kenmore. WA 98028 •EBENES STABWERK ESK1 05/2002 Win 2K B1. 1 PROJEKT: Rivas Bezeichnung: truss System M 1 : 48 G Ol POS: 06 .EBENES STABWERK PROJEKT: Rivas Bezeichnung: truss B E L A S T U N G Nr. 1 Stablasten Art : Richtung : Stab Art Richtung 1 3 2 2 3 2 3 3 2 4 3 2 Summe Gesamt AUFLAGERKRAFTE Knoten 1 5 Summe : 1 1 1 .50 1 2 2 1 2 .50 1 3 3 1 3 .50 1 4 4 1 4 .50 1 5 5 1 1 1= Einzellast (kN) , 2 =Einzelmomen(kNm) , 1= horizontal , 2 =verti 3=langs , 4 -quer aller au2,eren Lasten Fx Fz .000 Kraft H -3.775 3.775 .000 ESK1 05/2002 4.500 Th. 1.Ord. SCHNITTGROSSEN Th. 1.Ord. Stab Q Knoten Q N Nr. Nr. Nr. (kN) (kN) .53 -.03 -.58 . 30 -.19 -.68 . 68 .19 -.30 .58 . 03 -.53 pl 1.000 1.000 1.000 1.000 Kraft V 2.250 2.250 4.500 - 4.61 -4.38 -4.14 - 3.57 -3.38 - 3.19 -3.19 -3.38 - 3.57 -4.14 -4.38 -4.61 -.01 .27 Win 2K Bl. 2 3 =Voll- Trapezlast (kN /m) 4 =Teil- Trapezlast (kN /m) kal bezogen auf Projektionen H , L bezogen auf Stablange (kN) Lastfall : p 1.000 1.000 1.000 1.000 Lastfall 1 : Lastfall 1 : Moment M (kN) (kNm) M (kNm) -.05 .11 -.09 . 03 .06 -.19 -.19 .06 . 03 -.09 .11 -.05 . 05 POS: 06 Abstand a Lange b •EBENES STABWERK ESK1 05/2002 Win 2K B1. 3 PROJEKT: Rivas POS: 06 Bezeichnung: truss SCHNITTGROSSEN Th. 1.Ord. Lastfall 1 : Stab Q Knoten Q N M Nr. Nr. Nr. (kN) (kN) (kNm) . 50 -.01 .27 .05 1 6 -.01 .27 .04 6 1 6 -.50 -.55 .19 . 50 -.50 -.55 .00 1 7 -.50 -.55 -.18 7 1 7 .50 -.55 -.18 .50 .50 -.55 .00 1 8 .50 -.55 .19 8 1 8 .01 .27 .04 . 50 .01 .27 .05 1 5 .01 .27 .05 9 1 2 .45 -.85 -.12 .50 .45 -.85 .02 1 6 .45 -.85 .15 10 1 3 .00 1.00 .00 . 50 .00 1.00 .00 1 7 .00 1.00 .00 11 1 4 -.45 -.85 .12 . 50 -.45 -.85 -.02 1 8 -.45 -.85 -.15 Momente (kNm) Lastfall Nr. 1 M 1 : 48 Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No. 07 Deck joist 2x6 ", @ 16" o.c., P.T. Span: L = 8 ft Dead Load: DL = 10 psf Live load: LL = 40 psf For numeric calculation, see next page tecinstructLLC, Kenmore, WA 98028 I 1 W00 d Works® sorrwearrrw worm nrscN COMPANY Kenmore, WA Kenmore, WA 98028 Feb. 14, 2007 22:12 PROJECT Alfredo r i ng s Remodeling 14239 Macadam Road Tukwila, WA 98168 07 Deck joist Design Check Calculation Sheet Sizer 7.0 LOADS ( Ibs, psf, or plf) : Load Type Distribution Magnitude Start End Location [ft] Start End Units DL LL Dead Live Full Area Full UDL 10.00 (16.0)* 40.0 psf plf *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 1 0' g( Dead Live Total Bearing: Load Comb Length 60 160 220 60 160 220 #2 0.50* #2 0.50* *Min. bearing length for joists is 1/2" for exterior supports Lumber -soft, Hem -Fir, No.2, 2x6" Spaced at 16" c/c; Self-weight of 1.7 plf included in loads; Lateral support: top = full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 35 fb = 698 0.14 = L/704 0.16 = L/592 Fv' = 150 Fb' - 1271 0.27 - L /360 0.40 - L/240 fv /FV' = 0.24 fb /Fb' = 0.55 0.51 0.40 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 150 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emirs' 0.47 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 220, V design - 195 lbs Bending( +): LC 42 = D +L, M = 440 lbs -ft Deflection: LC #2 = D +L EI= 27e06 lb -in2 Total Deflection = 0.50(Dead Load Deflection) + Live Load Deflection. (D -dead L -live S - snow W I- impact C- construction CLd =concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No. 08 Beams at deck, 2x8 ", P.T. Span: L Dead Load: DL 8 ft from key 07 0.75 x 60 Live toad: key 0.75 x 160 451bf /ft LL from ke 07 = 120 1bf /it For numeric calculation, see next page tecinstructLl.C, Kenmore, WA 98028 Wood Wo I SOflW ae FOR woon I /Ware COMPANY Ma 27, 2007 98028 7 09 31 PROJECT 14239 239 Macadam Road Tukwila, WA 98168 08 Beam at deck Design Check Calculation Sheet Sizer 7.0 LOADS { lbs, psf, or pif) : Load Type Distribution Magnitude Start End Location [ft) Start End Units DL LL Dead Live Full UDL Full UDL 45.0 120.0 plf plf MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 101 gi Dead Live Total Bearing: Load Comb Length 204 480 689 204 480 684 #2 0.50* 112 0.50* *Min. bearing length for beams is 1/2" for exterior supports Lumber -soft, D.Fir -L (N), No.1 /No.2, 4x8" Self- weight of 5.92 plf included in loads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi and Deflection ( n) using NDS 2005: Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 34 fb = 535 0.06 = <L/999 0.10 = L/943 Fv' = 180 Fb' = 1105 0.27 = L/360 0.40 = L/240 fv /Fv' = 0.19 fb /Fb' = 0.48 0.23 0.25 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 850 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fop' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.58 million 1.00 1.00 - - - - 1.00 1.00 - 2 Shear : LC #2 = D +L, V = 684, V design = 580 lbs Bending( +): LC #2 = D +L, M = 1367 lbs -ft Deflection: LC 412 = D +L EI= 178e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I- impact C- construction CLd =concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No. 09 Concrete Footings at deck, 1.5 x 1.5 sqft Load from beams 08 P = 2 x 684 = 1,368 Ibf, say Max soil pressure p= 1,400 / 1.5 x 1.5 tecinstructLLC, Kenmore, WA 98028 1,400 lbf 622 psf < 2,000 Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Key No. 10 Concrete Footings at middle of building, 1.5 x 1.5 sqft Load: from beams roof + 1 floor Trib area per footing = 0.5 x 50% x 16 x 12 sqft = 48 sqft P = 48x(10 +10 +25 +40) = 4,080lbf Max soil pressure p = 4,0801 1.5 x 1.5 = 1,813 psf < 2,000 tecinstructLLC, Kenmore, WA 98028 Project: Alfredo Rivas, 14239 Macadam Road, Tukwila, WA 98168 Lateral Provisions The building is braced according to IRC R602.10. For method 3 (wood panel sheating), max. distance between braced lines is 25 ft, with min bracing length = 20% of wall length For bracing pattern see sketch next Page 21 of 35 Braced wall lines 1 and2: Braced wall lines 3 and4: Min nailing requirements: Holdowns (HTT16) Wind load per braced line (for transversal wall, wind load from longitudinal wall) from roof and upper half of wall, with min wind pressure = 10 psf per ASCE 7-02 H= 8 x 10 x 16 x 0.5 = 640lbf Uplift: Distance = 12 ft < 25 Braced length = 12 — 2 = 10 ft > 0.2 x 12 = 2.4 ft Distance = 16 ft < 25 Braced length= 16- 3= 13ft >0.2x16 =3.2ft 7/16" APA rated sheathing /OSB Nails 8d Min. nail embedment Nailing edge 6" Nailing field 12" Capacity = 240 lbf/ft V = 640 x 8 / 12 = 427 lbf < 3,480 Ibf = all tension for HTT16 tecinstructLLC, Kenmore, WA 98028 • QOF OVERHANG _e a•ED Pi 28' -0' 3F -0 Brame..( C✓atc ost & 17 -0' k 3.-a. I II _I IT IT � 1 _/ _i . Vii: era" _ _ l r i q G" , e 1 i i? r o yip Ilk Li !IIIIIII�PLIPIIIII - -- 3 -0' 7 c Ijr v.1 H TT /‘ 3 Ye ce t c,n 1•n c 0 chat GHQ - ROOF OVERHANG Parcel No.: 1523049036 Address: Suite No: Tenant: 14239 MACADAM RD S TUICW RIVAS RESIDENCE 1: ***BUILDING DEPARTMENT CONDITIONS * ** 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: httn: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D06 -483 ISSUED 12/28/2006 04/30/2007 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: 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: 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. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (208- 431 - 3670). 11: 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. 12: 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 ** doc: Cond -10/06 D06 -483 Printed: 04 -30 -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: http://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 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. Signatur Print Name: doc: Cond -10/06 Date: y 3 0' 0 r - D06-483 Printed: 04 -30 -2007 ACTIVITY NUMBER: D06 -483 DATE: 04 -17 -07 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ng'Division Public Works 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES/THURS ROUTING: Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Incomplete ❑ Structural Review Required ❑ Permit Coordinator ❑ DUE DATE: 04-19-07 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: 0517-07 Approved ❑ Approved with Conditions yi Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Planning Division Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 04lti6k 1apphuuonsioma- applications on line4evision submittal Crested: 1-13-2004 Revised: 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: //wl<nv.cLtukwila.wa.vs AM t9 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: 4109 - Plan Check/Permit Number: MO 4 '113 ❑ Response to Incomplete Letter # kt Response to Correction Letter # 7i ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: I (/4 S 22 Si a ICI_ Project Address: / y7 x ,Uacac ai, j2cJ' , • 101--wS /t t411 97$ R' • Contact Person: AI l Cr n RI Igto Phone Number: 206 Th . 1 8 Summary of Revision: 7 pi O v, - t vi .we (/ ttn,Mt•ho» S r e r9 CS S C4 -`nvl S. RECETVED env OF a 'APR 1710071 PERAnce Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision March 8, 2007 Alfredo Rivas 14239 Macadam Rd S Tukwila WA 98168 RE: CORRECTION LETTER #2 Development Permit Application Number D06 -483 Rivas Residence —14239 Macadam Rd S Dear Mr. Rivas, 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. Building 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. Sincerely, OA AM-44 arshall hnician end File No. D06 -483 P:Vennikt.Concction Letters \2006006483 Correction Li ta.DOC iem • 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 7, 2007 Project Name: Rivas Residence Permit #: D06 -483 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. The drawings indicate engineers stamp with out engineers calculations. Typically all drawings that are prepared and approved by an engineer shall be accompanied by engineer's calculations. Provide the engineer's calculations stamped and signed by the engineer. (See General Note) Calculations shall identify the seismic, wind loads as well as the structural loads or beam/truss calculations. (IRC R106.1) 2. As part of the previous letters request items 3) & 4), typically plans shall indude cross section details of the construction. Provide cross sections that identify method of framing (framing members); identify fasteners particularly for the roof trusses as well as other building framing elements or components. Cross sections shall Identify footings/foundations and identify structural elements of the foundation i.e. reinforcing steel and related hardware. (IRC R106.1, R106.1.1 & R802.10) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. ACTIVITY NUMBER: D06 -483 DATE: 03 -02 -07 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTM NTS: go Bull i g ivision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/outing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ DUE DATE: 03-06-07 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions No further Review Required DATE: Planning Division U Permit Coordinator ❑ Not Applicable ❑ DUE DATE: 04 -03 -07 Not Approved (attach comments) d DATE: Permit Center Use Only Q CORRECTION LETTER MAILED: tt*I 0 Departments issued corrections: Bldg% Fire ❑ Ping ❑ PW ❑ Staff Initials: tr1`� Created: 8- 134004 Revised: 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: hits: //www.ci.tukwila.wa.us Received at the City of Tukwila Permit Center by: p a Entered in Permits Plus on $ — 2/171 *phonons \fotms- appheanons on bne\evn.on submittal swot- Steven Al. 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: 3140 - Plan Check/Permit Number: 1) O b • ace ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: / ter 'VA. Project Address: 1 t1251 t(&ccteLv.. - S . l � wA of X147 r r Contact Person: 1 x ' � 1 11/4 Phone Number: tab) ?, es 12 t r 4 • Summary of Revision: rt bceivED Cm CPrltr Ant MAR 02 2007 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision January 19, 2007 Alfredo Rivas 14239 Macadam Rd S Tukwila WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -483 Rivas Residence —14239 Macadam Rd S Dear Mr. Rivas, 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. Building 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 messen¢er service. If you have any questions, please contact meat (206) 433 -7165. end File No. D06 -483 City of Tukwila Lla Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:Venni(e tCorrection Letten120061D06 -483 Correction Ltr #1.DOC io 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 Building Division Review Memo Date: January 17, 2007 Project Name: Rivas Residence Permit #: D06-483 Plan Review: Men Johannessen, Plans Examiner Tukwila Building Division Alien 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 orioinal sinned wet stamped, not copied.) 1. A number of ridge beams, ceiling rafters (collar ties), header and beam spans exceed material designed loads. Provide a revised design with documentation to show additional supports or revised material sizes that shall meet design loads for the roof system. (IRC R301.5, R301.6, R301.7 & R301.2.3) 2. Identify point loads for ridge rafters and beams and show continuity down to the foundation or footing. (IRC R106.1.1 & R301.1) 3. In addition to item #2, the building and roof system shall be designed to meet seismic and wind loads. (R301.2.1 & R301.2.2.4) 4. The plan shows a "stick build truss" at the end of the deck. Wood trusses shall be designed by an engineer to meet code. Provide details or engineered buss design that meets code for the "stick built truss ". (IRC R802.10) 5. Please provide a presaiptive brace wall schedule specific for this building rather than a generic engineered shear wall schedule. Fastener schedule shall identify the specific fasteners required for this structure or provide engineered drawings with stamped engineered calculations. Identify specific structural hardware connections on the plan. (IRC R301.1.3 & R602.3) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. ACTIVITY NUMBER: D06 -483 DATE: 01 -12 -07 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bul I de4alki Public Works %,..PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: APPROVALS OR CORRECTIONS: Incomplete ❑ TUES/THURS ROUJING: Please Route u Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Pla nr1 ing Division 154 ❑ Permit Coordinator DUE DATE: 01-16-07 DATE: njitiirol- Bld Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 02-13-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i a t v l ? h a * - Plan Check/Permit Number: D06 -483 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Rivas Residence Project Address: 14239 Macadam Rd S Contact Person: fj t f ret4 "P.1 yet . Summary of Revision: ty , ° Sheet Number(s): g� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Perm t Center by: Entered in Permits Plus on 01 l I Qr \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • Steven M. Mullet, Mayor Steve Lancaster, Director a�, �: 1 2 2007 NENtit i CENIEh Phone Number: 7cc 351 g -7 - • • S / t 7 fir So.r - cc \ i r , Y - 1� `a / ile .. -= 1 - � q r l Se -I " ' la ✓1& i-1- is /i n n-lAer dQC.1{ - •h AC VioUSP -alter +441 1R1 ? City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i a t v l ? h a * - Plan Check/Permit Number: D06 -483 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Rivas Residence Project Address: 14239 Macadam Rd S Contact Person: fj t f ret4 "P.1 yet . Summary of Revision: ty , ° Sheet Number(s): g� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Perm t Center by: Entered in Permits Plus on 01 l I Qr \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • Steven M. Mullet, Mayor Steve Lancaster, Director a�, �: 1 2 2007 NENtit i CENIEh Phone Number: 7cc 351 g -7 - • • F ltr a; • :.- . ,--r4 , P. Ittigni jet_ea at a, e. akiirillikti 01/12/2007 January 3, 2007 Alfredo Rivas 14239 Macadam Rd S Tukwila WA 98168 Dear Mr. Rivas: City of Tukwila Department of Community Development RE: Letter of Incomplete Application # 1 Development Permit Application D06 -483 Rivas Residence —14239 Macadam Rd S • This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 28, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department need to be addressed: Planning Department: Brandon Miles, at 206 431 -3678, if you have any questions concerning the following comment. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: D06 -483 P:UennifenIncongilete Letters \2006\Building\D66 -483 Incomplete Ltr #1.DOC jem Steven M. Mullet, Mayor Steve Lancaster, Director • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: January 2, 2007 Alfredo Rivas D06 -483 14239 Macadam Rd S Low Density Residential (LDR) PLANNING DIVISION COMMENTS The Planning Division has reviewed the above application and has determined that the application is incomplete based upon the submittal requirements found in Tukwila Municipal Code (TMC) 18.140.O60. The following items need to be submitted in order to allow the application to be deemed complete: • • 1. Provide the total building footprint for the existing house, any existing deck over 18 inches in height, and the footprint of any proposed deck greater than 18 inches in height. • ACTIVITY NUMBER: D06 -483 DATE: 12 -28 -06 PROJECT NAME: RIVAS RESIDENCE SITE ADDRESS: 14239 MACADAM RD S X Original Plan Submittal Response to Incomplete Letter #. Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: off, � Building Division Fire re Prevention Prevention n R� P I}blic W ork I Z-g40, Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 81 VV� Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping' PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete DUE DATE: 01-02-07 Not Applicable U No further Review Required DATE: DATE: ��ii 1.2.-Di Pla Division IZ Permit Coordinator C • U DUE DATE: 01 -30-07 Approved with Conditions Not Approved (attach comments)❑ • Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • Receipt No.: R06 -02029 Initials: JEM User ID: 1165 Payee: RIGAR CONSTRUCTION ACCOUNT ITEM LIST: Description doe: Receipt -06 PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us RECEIPT Parcel No.: 1523049036 Permit Number: D06 -483 Address: 14239 MACADAM RD S TUKW Status: PENDING Suite No: Applied Date: 12/28/2006 Applicant: RIVAS RESIDENCE Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 6735 191.11 Account Code Current Pmts 000/345.830 191.11 Total: $191.11 Payment Amount: $191.11 3270 12/29 9710 TOTAL. 191.11 • • Payment Date: 12/28 /2006 04:40 PM Balance: 5298.52 • • • Printed? 12 -28 -2006 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 STATE OF WASHINGTON) ) ss. COUNTY OF KING AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION A (frecio Mv2S states as follows: [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration re uirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. I . and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. \applications\13-2004 affidavit in lieu of contractor registration Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 PERMIT NO.: 170$ - 4S3 Signed and sworn to before me this 30*ti day of �1 / 20 LI.Y eci Q. tac NOTARY PUBLIC in a fo r State of Washington, Residing at kl n1 LJ /t County. Name as commissioned: Alice A. Deac My commission expires: 6-/6-08 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; 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 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. PROP. LINE 131.87' _ _ rue COW Permit No. Ld= Plmt n:view approval is pP subject to ellrors and OmbdmL � Approval of construction documelltr does not aut hatfe I the violation cf any accep'oed code or ordlnanLe. .004* \ Of approve ^ J Copy and Itions is adcno�Nl 1 Ott- aty of 7Ukwi1a BUILDING DIVISION PROPOSED DECK SEPARATE PE rr REQUIRED FOR: E3 Mechanical 111110ectrical I 13 Plumbing 17 Gais Piping City of Tukwila BUILDING DIVISION A 0,0 F l� No changes shaff be made to the sOOQtm cr c�Ortk without pnTor approl-al or TL"! "00 Building Cisiesic_�c�. N�0i E: l:Ovislens wits require a now p!::7 and may include additional Flan review fLs, t -- ktVIEWED �oR _ CODE COMP'LTANCE ' APPROVED APR 2 6 2007 Ci Of Tukwila _ -- . � ��. rrP•T�1I�1 LOCATION MAP SITE PLAN / PROJECT INFO. A -2 PROPOSED .A -3 ROOF FRAMING PLAN A -4 SHED CR EXTERIOR ELEVATIONS A -6 ,,�..,.._.Y... t,:. _ • ?�� M_ = fcs4r7 1 �- neriioNar`5':. :� 4. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED '. ?r wl z Prtrk 140th St S NOTED OTHERWISE. :s 0 EXISTING HOUSE I EXISTING I •.l` PAVED DRIVE SEPARATE PE rr REQUIRED FOR: E3 Mechanical 111110ectrical I 13 Plumbing 17 Gais Piping City of Tukwila BUILDING DIVISION A 0,0 F l� No changes shaff be made to the sOOQtm cr c�Ortk without pnTor approl-al or TL"! "00 Building Cisiesic_�c�. N�0i E: l:Ovislens wits require a now p!::7 and may include additional Flan review fLs, t -- ktVIEWED �oR _ CODE COMP'LTANCE ' APPROVED APR 2 6 2007 Ci Of Tukwila _ -- . � ��. rrP•T�1I�1 LOCATION MAP PROJECT INFORMATION CLIENT: AL - ALFREDO RIVAS PROJECT ADDRESS: ZdG . 15r'! 7. 47o11 14239 MACADAM ROAD SOUTH TUKWILA, WA 98168 11 D I� 'logo WWI O�'' aF W 1 nRAWINr; I I T �0 �Q Gam. PROP. LINE 131.87 _ SITE PLAN N 1/32" = 1' -0" '��i�I�i2I�� >��I��I�'l �3' iiLl�i��Li1�4��il��i�i- i�I _�_i_5,I_�_i�.11ll-�i-i_II�'T6T Inch V16 ¢ Since 187]r" } . }. q�... 4L' l 66. obx .. Ys G I. 1111k y. E Z 1, £ Z wo n�. uIllllillli1111nillinllinll�uiluiiliillliin'iiili'iiiliiiiliiii11in iiil��iiliiiiliiiil�i�I Iiii�liiii Iil ,,,, �I�iI iliiiil1i1.1 A -1 SITE PLAN / PROJECT INFO. A -2 FOUNDATION / FRAMING PLAN .A -3 ROOF FRAMING PLAN A -4 FLOOR PLAN A -5 EXTERIOR ELEVATIONS A -6 ,,�..,.._.Y... t,:. _ • ?�� GENERAL: = fcs4r7 1 �- neriioNar`5':. :� 4. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED '. ?r NOTES Prtrk 140th St S NOTED OTHERWISE. :s f.".i •.l` J mil L i '^ii �. •ta I ►" w� _ __�_ _, S 149th St it, in 5.146M : _... — .- _..... ___..__.._j ,_ S I4A h 5t .. 1 S 199th ^ st 17-71 TI PROJECT INFORMATION CLIENT: AL - ALFREDO RIVAS PROJECT ADDRESS: ZdG . 15r'! 7. 47o11 14239 MACADAM ROAD SOUTH TUKWILA, WA 98168 11 D I� 'logo WWI O�'' aF W 1 nRAWINr; I I T �0 �Q Gam. PROP. LINE 131.87 _ SITE PLAN N 1/32" = 1' -0" '��i�I�i2I�� >��I��I�'l �3' iiLl�i��Li1�4��il��i�i- i�I _�_i_5,I_�_i�.11ll-�i-i_II�'T6T Inch V16 ¢ Since 187]r" } . }. q�... 4L' l 66. obx .. Ys G I. 1111k y. E Z 1, £ Z wo n�. uIllllillli1111nillinllinll�uiluiiliillliin'iiili'iiiliiiiliiii11in iiil��iiliiiiliiiil�i�I Iiii�liiii Iil ,,,, �I�iI iliiiil1i1.1 A -1 SITE PLAN / PROJECT INFO. A -2 FOUNDATION / FRAMING PLAN .A -3 ROOF FRAMING PLAN A -4 FLOOR PLAN A -5 EXTERIOR ELEVATIONS A -6 EXTERIOR ELEVATIONS GENERAL: RECEIVE 4. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED CITYOFTUKWILA NOTES 0 Y U 0 L O U tT Co 00 CO U) E 00 co a ca > U ix N O d co N Q T � v JrO,�,QxCLS`fE.R� � ` 4 ENGI�� IXFIRRS: v 1. DO NOT SCALE DRAWINGS. FE B 1 6 ZOOF 2. ALL WORK SHALL CONFORML TO THE 2003 IRC AS AMENDED BY KING COUNTY AND THE STATE OF. WASHINGTON, 'AND /OR OTHER APPLICABLE CODES. 3. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL DIMENSIONS ON THE JOB AND INFORMING ARCHITECT OF ANY DISCREPANCIES. RECEIVE 4. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED CITYOFTUKWILA OTHERWISE. MAR 02 2007 5. ALL NEW INTERIOR PARTITIONS TO BE 20 UNLESS NOTED OTHERWISE. PERMITCENTER 6. ALL WORK NOT NOTED AS (E) EXISTING TO BE CORRECTION ASSUMED NEW CONSTRUCTION. (. T R # rJ 0 co 0 CU — c > L rO 'n fry M r_ .o a m o, �co CU N N N I� SYMBOLS LEGEND ® EXHAUST FAN O SMOKE DETECTOR EXISTING WALL > NEW FULL HEIGHT WALL NEW PARTIAL HEIGHT WALL ' HDI HTT16 W/ 5/8" DIA. ANCHOR BOLT FMRFI) 1n" INTO FnOTING List of Designed Members Key No. 07 Deck joist 2x6", @ 16" o.c., P.T. Key No. 08 Beams at deck, 2x8 ", P.T. Key No. 09 Concrete Footings at deck, 1.5 x 1.5 sgft Key No. 10 Concrete Footings at middle of building, 1.5 x 1.5 sqft �h caw►- /AJAI I t ", 1 71i .a. SW1 7/16" APA rated sheathing /OSB Nails 8d Min. nail embedment Nailing edge 6" Nailing field 12" Capacity = 240 Ibf /ft L03 b� - - _ I- P.T. 2x6 RIM JOIST, _ I- L 7-J L,J L"J - L„ I TYP. L J I - - - - P - - CO 6 S — T LI _ L•I•J L J L..J L' J P.T. 2x6 RAFTERS - - BI ® 16" O.C., _ V M I i _ I _ M exp FTG, -6" SQ. X 10" DEEP �11 4 E.W, TOP & BOT. _ TYP. EA. CORN R L. IJ L` — I ao :-J-1. J L r♦rr x - L J L 7 C) CD _ x d _ - - - N �i `J I P.T. 2x8 RAFTERS a CL - 6'_O.C..TYP. _ F I-7 0 9 (— I v� — ��9sF'° l —1 tio� �o Fc , o L'J - LJ x (—rK --� o, E IJ -6" SQ. DBL 2X12 RIM X 10" DEEP W/ JOIST F F - -I-- -W 3 _ _ _-- 10 _ - I & BOT. 4, un w h f. 77— /4f L 7 L I r- FOUNDATION /FRAMING PLAN 1/4 11 = 1' -0" F---1 f-= -J- ---� Lo /—P) RAMP FTG. 11 -6" SQ. PRE- MANUF. CONC, _ _ _ � X 10" DEEP To �� POST BASE BLOCK, (4) #4,,E.W. TOP TYPICAL. - A L J & BOT. L . J 1I I I . Ts ITIllll_LI - .I lilll1q_I.11,l1i Inch pits l :IiIllT 41 52 3 . 61 NKSWOrr Slnai8p.,, TI:, bb E6 Z6 L 9 5 b £ Z 4 w0 I ill IIInIIIIIIIuIlnlllninllllLiillllllulllIIIIIII. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIllll111IHIIIIIIIIIIIIIIIIIIIIR L J 'EXPIRFS� -�5 FEB 16 200' RECEIVED CITY OFTUKWILA MAR 0 2 2007 PERMITCENTER C) C) CV r Y U . N 0 L_ ) O U) REVIEWED F NCE 2 0 co co CODE COMPLIA List of Designed Members �ppitOVED Co WOOD DECK APR 2 6 2007 o `° m C;) 3 Key No. 01 Rafters 2x6" w/ Collar Ties, @ 24" o.c. a Key No. 02 Ridge Board 2x8" ukWila Key No. 03 Hip board 2x8" C�� 0f T Key No. 04 Beam 4x8", D -Fir -L (N) DEC 16. 2001 B ILD N DI�lI I N Key No. 06 Column 4x4 ", D -Fir -L (N) Key No. 06 Truss 5/4 x 8 BARGE BOARD, TYP. ��` 1 .y +`O 5/4 x 8 BARGE BOARD, TYP. 2x6 RAFTERS ® 24" O.C. W/ H 2x6 COLLAR TIES yP� 2x6 RAFTERS I I n OV A O.C. (6) �� . ; 2x8 C LLAR TIES `�'p >• "� a I COLLAR TIES TO ► p °m ®24" D.C. (8) BEAR ON TOP OF ,,, 16d ® A. END; ([`0 3 W T.P. x,. A I I COLLAR TIES TO I I I I I m m BEAR ON 48 _ ``'I _ I� Di AIP (fOC4 x I BEAMS 00 O3 q 0 2x6 RAFTERS �s� N x LO ¢ N I \ 4x8 c ®24" O.C. ��L I I m Cn I I ,�Z I I I I I I o EXPIRS' a •" RIDGE AM UZ tJl R 5 X007- - M _ _ _ o _ �_ 2x8 RIDGE M _ _ IDGE BE m _ Ui FEB 16 2007, .� co I = ? � N 00 ¢ ao C-4 v I I I I I I I I I C I M o. - 4x8_ x 2x6 RIAFTERS O p ` /,� ; an L3� to o ®24' O.C. w 2x6 RAFTERS U.j M _ I I I I I I I I I r, i wl ®24" O.C. M �� o PROVIDE H1 CLIP L s x �� I G S _IJ _ EA. RAFTER TO y - TOP PL. a co bb� N — a. v � - m .n r. O N O N Vl N PROVIDE H1 CLIP 5/4 x 8 BARGE BOARD, TYP. ALL NEW WALLS RECEIVED EA. RAFTER TO CU$- TO BE SWI, 1--Y OED-U �� ROOF FRAMING PLAN TOP PL. U.N.O. CMAR 02 7007 PERMITCEWER A 3 ,�cih81.1i1 1111 -1-11� I2��i_r 3��! �I1. 4,i ��.��i!��i5��'�li��i'��6� t, -�TCOTT� Since 1872' CJ I b £ � ,+t�'y�' M k`g!`Vt, I } �! 8 L 9 4. V b E. Z 4• wo il��. nllllii�iuiliiLl�iiiiJ 4111 iiiili. 1fl. iiiili `iii�i`iiili`iii�iinhiii��uil i��i�I� 1 FLOOR 1 /471 = 11 C F_ — — i [V — o COVERED DECK SHED ROOF U IHM I �L ROOF OVERHANG 'LAN _ 12 - -0 — 011 28' -0" - — S -0° . • Ii�iliLili�ili�ili�ili�ili .�_ili�ili�ifi�lilili�ili �I�I��lh�ili�i�i ,l_�li�i- lil.�a��11�iill�.lr. inn Ins 2 3 4 5 6 .,�1./� t [ t + �•.. Sine 1872' �1,, E,` ,. 11.111111i�_ illOil1. X111- 111lill lIII ��) i�niiiiIii,oli��l►iiiiiiiili� h ill 1Il11fill IZ lllll ►�f�l��f��l . Fop,-- 'ED 2001 ,kwila .IvI ION ._. co 0 N r Y U . U N L L � 3 N � O c0 E co CD m m a a C.) � p f0 N tip,N HE �r j6 z r 424 9 SIN EXPIRES: '" -MAR 5 20 -7 FEB 16 2017 r co c3. 0 C� > L �D V1 M r0 I� .o ERHANG -'Uco -_o, m .o a o N N N CITYOFTUKWILA MAR 0 2 7007 PERMITCEMTER 28' -0 °. S -O" . DECK LR D . • Ii�iliLili�ili�ili�ili�ili .�_ili�ili�ifi�lilili�ili �I�I��lh�ili�i�i ,l_�li�i- lil.�a��11�iill�.lr. inn Ins 2 3 4 5 6 .,�1./� t [ t + �•.. Sine 1872' �1,, E,` ,. 11.111111i�_ illOil1. X111- 111lill lIII ��) i�niiiiIii,oli��l►iiiiiiiili� h ill 1Il11fill IZ lllll ►�f�l��f��l . Fop,-- 'ED 2001 ,kwila .IvI ION ._. co 0 N r Y U . U N L L � 3 N � O c0 E co CD m m a a C.) � p f0 N tip,N HE �r j6 z r 424 9 SIN EXPIRES: '" -MAR 5 20 -7 FEB 16 2017 r co c3. 0 C� > L �D V1 M r0 I� .o ERHANG -'Uco -_o, m .o a o N N N CITYOFTUKWILA MAR 0 2 7007 PERMITCEMTER CITYOFTUKWILA MAR 0 2 7007 PERMITCEMTER SOUTH ELEVATION 1/4-- - 1- -0" EAST ELEVATION CORRECTION ti 0 co 0 v 0 Y U O O L L 0 � O m CD O c0 +. (D U) E co I fQ N -0 f0 >Q co > O E N m N -Y co c c N a a f L I` M 00 N Ca ' =3 ._ C L a LA M > ry r ry 3 %o a0 N a m rn } co m 1 � . M - �D c3, a o �— 1A N APR 17 2007 A5 PERM6TCENTER WOW 14S3 lll(Ii�ihf1llf 1U ;lili�tlr r1- 1- 1-ili111'11rIr] I Inch vte . .. 2 3 5, 6 �� v im+ i v+ + 1 1 ac Since 072' 5 L' 4l, £ 6" Z IIIJII�IIII�� - ►� 1.niliiii nnlnii iuilnu iiiiltii ArnI IAA r r1111JnI r i co 42 79 d' kFCI r RCS• CV AR 2 # 200 L . r Mrn c c Y CU •- > L ro N m U /O 1� N. — a CO rn Co p "G a a} O N IA N � L 0. JIEWED FOR [2 COMPLIANCE CU o c o CD C? E c ,PPROVED M Cn APR 2 6 2007 O C N Y tv of Tukwila Q T WEST ELEVATION /.1, .I I/"t = I —U Y DEC 16 2007 NORTH ELEVATION I/4 = 1 —U "ijili iIi[ ll,i�i�!I�IIi iiliT�(►LI�►11 itI)!L!�►'I-J]TIi_ �I�IiI►��1�j�1� I Inch 1/16 ' 1I 2I :: r 3I 4� < ., .. 51 6I t XS 4 iey N I '. U y 1Slncc1877„' oV�I''1'^? IND iii 10.11. i 110 1111 i nlilii 1111 1111 11111111 �IIII�IIIi�IIil�Hli�llil�llll�llll�lll .Il RECEIVED CITYOFTUKWILA PEflMITCSNTER A6 42 79 S kFCI RCS• ��._..._. AR 2 # 200 L m 0 Mrn c c CU •- > L ro N m /O 1� — a CO rn Co p "G a a} O N IA N RECEIVED CITYOFTUKWILA PEflMITCSNTER A6 tc • Fna G in l Akx(zJ :-% tt 1 t — 3�8 TT lo/ PANEL EDGE NAILING OVERALL HOLDOWN STUDS HOLDOWN WHERE OCCURS PER PLAN SH WALL PER PLA JOIST OR B KING nn m JOIST DIRECTION AND SHEATHING PER PLAN PROVIDE DBL. STUD EA. SIDE OF ALL- THREAD SHEATHE AND NAIL PONY WALL TO MATCH WALL ABOVE 4 ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES INTERIOR PONY WALL @ CRAWL SPACE A35 PER SHEARWALL SCHEDULE (2)16d TOENAILS THRU i EA. JOIST OR BLOCK (4) 8d INTO EA. BLOCK I nn �\ In uu I WHEN JOISTS ARE PARALLEL PROVIDE I I 2x BLKG, @ 48 "oc PROVIDE THREADED COUPLERS �{ AS REQUIRED TO EXTEND TO !I DOWN ABOVE P.T. 2x P W1 • j' A.B: s PER S WALL qI CHEDULE (518 "0 @ 48 "oc ELSEWHERE) 44eL (2) 94 CONT. I TOP B.BOT. 1150— MONO 1/2" _ V -o" DEC 1 i�II�"�it ►II "LIIIIII�Iit ICI IIIIII� III ICI I�II�(I I T Ijl m��l la► 11, ,,Lllll; ljl 1I1 �jTj i I 12 C( I I I L1 Inch 1118 s rt3 r�ix 4 �� St`��., �t ;11. �7 ^+>R +N Ytr 5 ,�- drws•^s y�'t^i et? 41 'Y.: r• i� 1 �Ar tiH Slncelep c �. ?SJ,wwt},�tj z.; # r., �4V_" S xpfi V' yt L y7 ink ,. ' IIItit si ' it �t o�a „k #'II� g� r 9F 5... ti . s a I' wq J. IIIIIIIIIIIIIIIIIIIIIIIIIILILLLLIIIl1. ILIIILLLIIIIIIIII11111J�I�I�IIIIIIIIIIII1111�1111IIIIIIIIIIII( IIIIIIIIIIIIIIIIIIIIIIII�IIIHIIIIIIIIIIIIIIIIIIIIII O R I ED FOR cD MPLIANCE Ap ROVED APR 0 i 'tv f Tukwila S LEN `INtic� LEXPIRE ;�_ _L 2 �� F N �2D0? L CA O, !C C C1 Q1 r— ee �co rp .D .n ai o N N N U CITY CIFTUKWI MR 0 2 "" A 7 PERMIT(.FR►TF 'o L L 0 U 0 10 0) m o co o to E co rn > U iR m o ca N Y Q i�II�"�it ►II "LIIIIII�Iit ICI IIIIII� III ICI I�II�(I I T Ijl m��l la► 11, ,,Lllll; ljl 1I1 �jTj i I 12 C( I I I L1 Inch 1118 s rt3 r�ix 4 �� St`��., �t ;11. �7 ^+>R +N Ytr 5 ,�- drws•^s y�'t^i et? 41 'Y.: r• i� 1 �Ar tiH Slncelep c �. ?SJ,wwt},�tj z.; # r., �4V_" S xpfi V' yt L y7 ink ,. ' IIItit si ' it �t o�a „k #'II� g� r 9F 5... ti . s a I' wq J. IIIIIIIIIIIIIIIIIIIIIIIIIILILLLLIIIl1. 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AIR FLO IR FLOW; ROOF VENTILATION = 1/15OSF 325SF TOTAL ROOF AREA 0 ( 325SF/150SF = 2.16 SF TYPICAL WALL ASSEMBLY SECTION A lAtt •1 ntt 1 /-r — I —v SECTION I/i = I -U SHED COVERED DECK 2x CEDAR DECKING, TYP. --1 GWB CEILING, TYP DECK 2x CEDAR DECKING, TYP.--j ROOF FRAMING PER STRUCT. DWGS. 12 1 j.......I_..._..(_......_�__ ...A.- _i...... .T_..._. H2.5 STRAP (2) 1 "d AIR SPACE TYP. PER BLOCKING SHED TYPICAL FLOOR ASSEMBLY: FINISH FLOOR PLYWD. SHEATHING PER STRUCT. 0/ /— FRAMING PER STRUCT. DWGS, "IA--1 DEC 16 2007 TYP. ROOF ASSEMBLY ASPHALT SHINGLE 0/ ROOFING PAPER 0/ Yz" PLYWOOD SHEATHING 0/ R -38 BATT INSULATION 0/ ROOF JOIST, PER STRUCT. DWG 2. ��i3��1' i��[► lTS)l��i_iii.' 6Ir Inch 1116, Sv w. Sbtcet872t• 5l 4L E6 ZI 6 l iinliiii�iiiliii�iiiiliiii�iiiilii► ��i�iilf�iilZ illil iiiiI�ii�ii WO I CO,pE -s.vcu rOR — COMPLANCIF APR 2 6 2007 City Of Tukwila NEW FTG. & POST PER STRUCTURAL. TYP. TYPICAL WALL ASSEMBLY NEW SIDING 0/ PLYWOOD SHEATHING 0/ BULDING PAPER 0/ STUD WALL PER PLAN ® 16" O.C. W/ R -21 RIGID INSULATION 0/ Yx" GWB 2x6 CEDAR DECKING 0/ STRUCTURAL JOIST NEW FTG. & POST PER STRUCTURAL. TV. RECEIVED C"OFTUKWILA --- APR- 1-�uvr PERMHENTER •