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HomeMy WebLinkAboutPermit D11-193 - MALONE RESIDENCE - DECKThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D 11 -193 Malone Residence 4046 South 148th Street RECORDS DIGITAL D- ) EXEMPTIO THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 19 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. MALONE DECK 4046 S 148 ST Dl 1 -193 City St Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0040000963 Address: 4046 S 148 ST TUKW Suite No: Project Name: MALONE DECK DEVELOPMENT PERMIT Permit Number: D11 -193 Issue Date: 07/25/2011 Permit Expires On: 01/21/2012 Owner: Name: MALONE SHERRI LEE Address: 4046 S 148TH , SEATTLE WA 98168 Contact Person: Name: SUSAN RAY Address: 2 FL ENTERPRISES , 10605 SE 240 ST, SUITE 130 98031 Contractor: Name: 2FL ENTERPRISES LLC Address: 10605 SE 240 ST, SUITE 130 , KENT WA 98031 Contractor License No: 2FLENFE906BG Phone: 206 - 399 -7809 Phone: 866 - 270 -7127 Expiration Date: 01/07/2012 DESCRIPTION OF WORK: BUILD 160 SO FT DECK AT SECOND STORY LEVEL Value of Construction: $6,873.60 Fees Collected: $369.97 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 26 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -193 Printed: 07 -25 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this work will be compli N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Public: Non - Profit: N Public: Date: 0'1 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not p construction or the performance of work. to this permit. Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this development permit and agree to the conditions attached Date 7- -J l ) This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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. 6: AU wood to remain in placed concrete shall be treated wood. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: IBC -7/10 D11 -193 Printed: 07 -25 -2011 sewer connections, and properly fill or othglase protect all basements, cellars, septic to ells, and other excavations. Final inspection approval will Wletermined by the building inspector based atisfactory completion of this requirement. 8: 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. 9: 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. doc: IBC -7/10 D11 -193 Printed: 07 -25 -2011 CITY OF TUK Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building PenNo. b∎, k- I 3 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION -C1 King Co Assessor's Tax No.: Site Address: "716' � . S / 7 e Suite Number: Floor: Tenant Name: SK &L- - -- /9--/ New Tenant: ❑ Yes ❑ .. No Property Owners Name: Mailing Address: City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: , ) Mailing Address: - /060$ .§e-- E -Mail Address: gU S vZ -F- L • t!' O%r'I Day Telephone: Z-06-399 -7.8769 Gv/49- 9103 / City State Zip Fax Number: A,53 ` VS4- 57 al GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: ? tC L E-.v t&-7 -, Mailing Address: //0 a r S E d- 9L O' S14— at6/30 Contact Person: .-US/P-n% E -Mail Address: f -L ,C0/14 Contractor Registration Number: a fLEFET90 6 t - la* 903/ City State Zip Day Telephone: v?o6 39 % 78'05 Fax Number: s3 —v- 3e r/ G / Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\ApplicationsWorms- Applications On Line \2010 Applications\? -2010 - Permit Application.doc Revised: May 2011 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ Co 7oa . 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): /4„, Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H :\Applications \Forms - Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised: May 2011 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 at Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck pa PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H :\Applications \Forms - Applications On Line12010 Applications\7 -2010 - Permit Application.doc Revised: May 2011 bh Page 2 of 6 PERMIT APPLICATION NOTES — icable to all permits in this application • 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 OWNER OR AU ORIZED AGENT: Signature: Print Name: Mailing Address: Date: /23J/' Day Telephone: 2..06 3 — 78'4 City State Zip Date Application Accepted: ft_ Date Application Expires: 112- 11-11 Staff InitialC H:\Applications\Forms- Applications On Line\2010 Applications V-2010 - Permit Application.doc Revised: May 2011 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.Qov Parcel No.: 0040000963 Address: 4046 S 148 ST TUKW Suite No: Applicant: MALONE DECK RECEIPT Permit Number: D11 -193 Status: PENDING Applied Date: 06/23/2011 Issue Date: Receipt No.: R11 -01292 Payment Amount: $369.97 Initials: WER Payment Date: 06/23/2011 12:08 PM User ID: 1655 Balance: $0.00 Payee: SUSAN RAY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4708 369.97 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $369.97 221.50 143.97 4.50 doc: Receipt -06 Printed: 06 -23 -2011 INSPECTION RECORD -Retain a copy with permit INSP CTION NO. D<< - t 'i3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fa. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj c : Type ,Inspection: i Ad e so 1� 1 A Y sr- a : * 4 k � Dt C�igd Special Instructions: ,a " i f ��i, -1 .It Date `a m p.m. i �_ �/ Requester: Phone G—`y 97 -1S10/ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ,(err Inspector: C / v NO IDate:� _(j ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 it INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431 3670 Permit Inspection Request Line (206) 431 -2451 nit-153 Progitz 1/4.0g + Q/ Type oj:lnspecti� Address: 11, 41Al 14T-Sr" Date Called: Special Instructions:,. Date Wanted: a.m: -Z—i/ p.m. Requester: Pho 3 , 7,01_8'r-qt. Approved per applicable codes. COMMENTS: Corrections required prior to approval. • 5 . Inspect r: 'Date: w 1 �► V REINSPECTION FEE REQUIRED. R,tr'io 'to next inspection, fee' must be paid at 6300 Southcenter Blvd:. Suite 1 ' 0. Call to schedule reinspection. BeamChek v2011 licensed to: Chelladek Studios, Inc. Reg # 2101 -2927 00V ADD031: Malone Deck Deck Joists 01: Replacement Deck Prepared by: kji Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Date: 6/20/11 2x10 HF #2 @16inoc Lu = 0.0 Ft Lu @OH = 1.0 Ft NDS 2005, Overhang, Repetitive Use Min Bearing Area R1= 1.0 in2 R2= 1.3 in2 (1.5) DL Defl= 0.02 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 9.0 ft 0# 0# 922 '# L/240 L / 360 Reaction 1 LL 356 # Reaction 1 TL 415 # Maximum V 425 # Max V (Reduced) 353 # TL Actual Defl L / 972 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 444 # 519 # 1.0 ft 10.0 ft L / 595 L/743 Section (in3) Shear (in2) TL Defl (in) LL Defl OH TL Defl OH LL Defl 21.39 10.36 OK 48% 13.88 3.53 OK 25% 0.11 0.45 OK 25% 0.09 0.30 OK 30% -0.04 0.10 OK 40% -0.03 0.07 OK 48% Fb (psi) Fv (psi) E (psi x mil Fc I (psi Reference Values 850 Adjusted Values 1068 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.15 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft CI Stability @ OH 0.9930 Rb = 8.10 Le = 1.33 Ft Uniform LL: 80 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of T Uniform TL: 93 = A Par Unif LL Par Unif TL 80 K = 93 (OH) (Uniform Ld on Backspan) Start End ilnrU4i� Uniform Load A BUILDING /P VLSlfl .. R1 =415 BACKSPAN = 9 FT 0 1.0 R2 = 519 OH = 1 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. ECE1VED JUN 23 2011 PERMIT CENTER BeamChek v2011 licensed to: Chelladek Studios, Inc. Reg # 2101 -2927 ADD031: Malone Deck 02: Replacement Deck Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Deck Support Beam Prepared by: kji Date: 6/20/11 4x 8 DF -L #2 Lu = 0.0 Ft NDS 2005, Equal Multi -Span Min Bearing Area R1= 1.5 in2 R2= 5.1 in2 (1.5) DL Defl= 0.02 in 2 Spans, each at Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 8.0 ft 6.17 # 99 # 2569 '# L/240 L / 360 Reaction 1 LL 810 # Reaction 1 TL 963 # Maximum V 1606 # Max V (Reduced) 1412 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 Reaction 2 LL Reaction 2 TL 2700 # 3212 # Total Beam Length 16.0 ft Section (in') Shear (in2) TL Defl (in) LL Defl 30.66 26.35 OK 86% 25.38 11.76 OK 46% 0.07 0.40 OK 19% 0.06 0.27 OK 22% Fb (psi) Fv (psi) E (psi x mil Fc (psi) Reference Values 900 Adjusted Values 1170 180 180 1.6 1.6 625 625 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 270 Uniform TL: 315 = A Uniform Load A R1 = 963 z R2 = 3212 EACH SPAN = 8 FT Uniform load is Ibs per lineal ft. R3 NOTE: R1 =R3 July 6, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Susan Ray 2 FL Enterprises 10605 SE 240 St, Suite 130 Kent, WA 98031 RE: Correction Letter #1 Development Permit Application Number D11 -193 Malone Deck — 4046 S 148 St Dear Ms. Ray, This letter is to inform you of corrections that must be addressed before your development permit 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 comments. Please address the attached comments 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. 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) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. DI 1 -193 W:\Permit Center\Correction Letters \2011\D11 -193 Correction Letter H1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 30, 2011 Project Name: Malone Deck Permit #: D11 -193 Plan Review: Allen Johannessen, Plans 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. Provide a detail for guardrail and post attachments where the guardrail supporting post attaches to the deck and building. Handrails and guards shall be designed to resist a load of 50 pounds per linear foot applied in any direction at the top and to transfer this load through the supports to the structure. (IBC 1607.7.1) 2. Do not submit reduced size plans. Plans shall be legible and to the scale shown. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • P T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -193 PROJECT NAME: MALONE DECK SITE ADDRESS: 4046 S 148 ST Original Plan Submittal _ X Response to Correction Letter # 1 _ DATE: 07 -13 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: El B'ulttiin wi ion Public Works Fire Prevention Structural Planning Division F7 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -14 -11 Complete Incomplete ❑ Not Applicable n Comments: 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 Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 08-11-11 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ' '.'3s �� � 'i � r° � inn %Ptt:�t;'J; • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -193 PROJECT NAME: MALONE DECK SITE ADDRESS: 4046 S 148 ST X Original Plan Submittal _ Response to Correction Letter # _ DATE: 06 -23 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPAR M NT u . in • • ivlslo Ptablic „ad- Di101l�I Fire Prevention IN Structural A? Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-28-11 Complete VI Incomplete ❑ Comments: 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 Structural Review Required I 1 No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 07 -26 -11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: *-1---6 to Departments issued corrections: Bldg rik Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #l00 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: 7113 t/ Plan Check/Permit Number: )1/ Vt. Response to Incomplete Letter # Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Hg /oLt I / Project Address: •% 5/ aS / S-" Contact Person: So ,r Phone Number: a266 3 r te! -7F6.59 Summary of Revision: hETA -SL. ..6 lac rd-teu e e i $' po.Cr 477/7 -(mil f e e rS 14/1e ,Le cciir a-614 de atc v //ef.,a . , .ed -/i 9 lei-adzt � /J./A_ 1.e...<:_4_,,de /a 7 d .3., " /d RECEIVED JUL 1 2011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisipn Received at the City of Tukwila Permit Center by: l— Entered in Permits Plus on %-- t \applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: 1 -2009 Contractors or TradespeopleSnter Friendly Page or General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name 2FL ENTERPRISES LLC UBI No. 602222607 Phone 8662707127 Status Active Address 10605 Se 240Th St #130 License No. 2FLENFE906BG Suite /Apt. License Type Construction Contractor City Kent Effective Date 1/7/2010 State WA Expiration Date 1/7/2012 Zip 98031 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTHPE022JM NORTHWEST PRIMELINE EXTERIORS Construction Contractor General Unused 4/14/1998 10/10/2003 Archived NWPAR "052Q7 N W PARAMOUNT Construction Contractor Glazing /Glass Unused 11/27/1995 11/21/1997 Archived NWEXT "062NZ N W EXTERIORS Construction Contractor General Unused 8/9/1994 7/27/1998 Archived NORTHSS077KK NORTHWEST SIDING SPECIALISTS Construction Contractor Siding Unused 5/12/1993 5/11/1995 Archived NORTHPE036PP NORTHWEST PRIMELINE EXTERIORS Construction Contractor General Unused 10/17/1997 9/26/2011 Suspended Business Owner Information Name Role Effective Date Expiration Date FLOREN, MARK E Partner /Member 01/07/2009 Amount FLANNERY, TERRENCE J Partner /Member 01/07/2010 SLPGGL0015200 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY & INDEM CO 268904C 01/01/2010 Until Cancelled 01/18/2011 56,000.00 01/07/2010 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 9/8/2010 Until Released Bond $12,000.00 9/8/2010 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 Starr Surplus Lines Insurance SLPGGL0015200 08/23/2010 08/23/2011 $1,000,000.00 12/20/2010 1 ATLANTIC CAS INS CO L152000221 01/01/2010 01/01/2011 $1,000,000.00 01/07/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/25/2011 ■ NO1 °05'42' E 69.0' 8.4'± EXIST EXISTING DRIVEWAY TO REMAIN L 74.4'± EXISTING 16.7'± EXISTING X8.4'± EXO-� EXISTI \G SFR 4046 S 148th ST TUKWILA, NA 98168 AREA OF 10'x16' DECK REPLACEMENT J �/ ;iW/z �/ /////y/% / j / /% //; i/ /// / i / %/ / / / %// / J JNIISIX3 +.L'OZ JNI.LSIX3 +.t7'0Z 16.7'± EXISTING NO1 °05'42 "E 69.0' W cO V w L0 cO SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila L UJLD1NG DIVISION SCALE : 1" =10' 30' ROAD EASEMENT SINGLE FAMILY SITE PLAN LEGAL DESCRIPTION PARCEL # 004000 -0963. BLOCK 7, LOT 20, ADAMS NOME TRS S 69 FT OF N 136 FT VICINITY MAP s.1. -�d, 5 PROPERTY OWNER SHERRI MALONE 4046 S 148th ST TUKWILA, WA 98168 APPROX LOT COVERAGE AREA OF SITE EXISTING RESIDENCE EXISTING DECK TOTAL EXISTING COV'G = 8, 887 41 = 1,09641 = 160* = 1,25641 * *NO NET INCREASE IN COVERAGE OR IMPERVIOUS SURFACES. APPROX. SITE LOCATION REVISIONS No changes shall be cinch) to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. (1) CO (1) REVI WED FOR CODE OMPLIANCE AP ROVED JUL 119 2011 J City of u wiia BUILDING ISION FILEC Permit No. an review approval is subject to errors and omissions. R p2r oval of construction documents does not authcthe It c v oiation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: BY ate: �-�- -)r 2/ City Of Tukwila BUILDING pIVISION '17V CITY OF TUKWILA JUL 15.2011 PERMIT CENTER NOTE: EVERY EFFORT NAS BEEN MADE TO AVOID INACCURACY IN THE PREPARATION OF THIS PLAN. HOWEVER, THE DESIGNER CANNOT GUARANTEE AGAINST HUMAN ERROR. IT IS THE OBLIGATION OF THE BUILDER TO CHECK ALL INFORMATION, DIMENSIONS, AND DETAILS ON THE JOB AND BE RESPONSIBLE FOR THE SAME. THIS SITE PLAN WAS DERIVED FROM ONLINE RECORDS AND DATA FROM KING COUNTY ASSESSOR'S MAPS; A LAND SURVEY 15 RECOMMENDED IF ACCURATE DATA IS REQUIRED BY THE JURISDICTION HAVING AUTHORITY. CORRECTION LTR# H O M k • cy Go F Z m • O S O N CHELLADEK STUDIOS, INC. PO BOX 1014 KENT, WA 88035 (253) '141 -3441 chelladekstudios @msn.com PROJECT ADDRESS: 4046 S 148th ST TUKWILA, WA '18168 PARCEL# 004000 -0863 ui Q Z 0) Qw w� w0 Z W < U) � z 0 0 O zw U w z U w 0 w 2 1- <Y w 0 QZ a. 0) 2 1- LL O Z O ce n. U 0 0 w ct O u_ cc LL LLI 11 I8 I1 I. 1 f1 f1 e.l ri 1 i t, iI { REPLACEMENT U w D w O ©. 2011 CNELLADEK.,STUDIOS; ; INC..:, i DRAWINGS CREATED BASED ON INFORMATION PROVIDED. CHELLADEK STUDIOS, INC (CSI) SHALL NOT BE RESPONSIBLE FOR ANY DEPARTURE FROM THESE DRAWINGS ADVISED BY ANY OFFICIAL, APPROVING AUTHORITY OR PROFESSIONAL CONSULTANT AT ANY TIME. FURTHER, ANY SUCH DEVIATION OR CHANGES TO THESE PLANS NULLIFIES ANY RESPONSIBILITY THAT CSI MAY HAVE WITH RESPECT TO THIS PLAN OR CONSEQUENT CONSTRUCTION. RE -SALE OF THESE . • '',NGS IS STRICTLY PROh:,..::y ED: w u7 SITE PLAN ITE ADD031 % /21/11 EXISTING STRUCTURE TO REMAIN w PATIO, EXISTING CONCRETE TO REMAIN BREAK OUT WHERE REQ'D FOR NEW FOOTINGS 8' -0" 8' -0" 16' -0" LF / FIJN PLAN 1/4" = 1' -0" NO ADDITIONAL LIVING NEW FOUNDATION NOTES: 1) ALL CONCRETE FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM BEARING PRESSURE OF 2000 PSF 2) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EXPOSED 70 SOIL OR WEATHER IS TO BE PRESSURE TREATED 3) GRADE AWAY FROM FOUNDATION WALLS SHALL FALL MIN. 6" WITHIN THE FIRST 10 FEET (IRC R401.3) 4) MIN. CONCRETE DESIGN: 51/2 SACK /2500 P5I MIX (3000 PSI FOR CONCRETE EXPOSED TO WEATHER, GARAGE CARPORT FLOOR SLABS, AND PORCHES) CONCRETE SHALL BE AIR - ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5% OR MORE THAN 7% (IRC TABLE 402.2) 5) FOOTING MINIMUM 8" w/ 6" WALL BELOW GRADE RESTING ON FIRM, UNDISTURBED EARTH 6) MINIMUM CONCRETE COVER FOR REBARS: - 3" CAST AGAINST EARTH - 1Y" EXPOSED TO WEATHER - ki" NOT EXPOSED TO WEATHER / EARTH 7) ALL DETAILS ARE TYPICAL AND SHOULD BE USED AT ALL SIMILAR LOCATIONS 7i) 0 FOOTING SCHEDULE 0 DNEW 4x4 PT POST w/ SIMPSON ABU44 OR EQUAL ON 18 %10" CONC. FOOTING w/ (2) #4 BARS e /w. GENERAL NOTES:. CODE INTERNATIONAL RESIDENTIAL BUILDING CODE REQUIREMENTS ARE TO BE FOLLOWED: 2009 EDITION WITH WASHINGTON STATE AMENDMENTS, AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. BUILDING BUILDING TYPE: VB WIND SPEED (MPH): 85 (3 SEC) SEISMIC CATEGORY: D2 SITE CLASS: D EXPOSURE CATEGORY: B CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS PRIOR TO CONSTRUCTION AND PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE DESIGNER AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. SITE WORK UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED SOIL BEARING OF 2000 PSF. EXTERIOR FOOTINGS SHALL BEAR 18" MINUMUM BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTRUBED EARTH BELOW ORGANIC SURFACE SOILS. BACK FILL TO BE THOROUGHLY COMPACTED. FOUNDATION VENTS STALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS / BEARING POINTS. FRAMING / PROTECTION NOTES ALL FRAMING SHALL COMPLY WITH CHAPTERS 5, 6 $ 9 OF 2009 IRC. ALL NAIL SIZES AND SPACINGS SHALL COMFORM TO IRC TABLE R602.3.1 I) SOLID BLOCKING BETWEEN STUDS AROUND TUB $ SHOWER STALLS 2) PLUG ALL PLUMBING HOLES IN FLOORS AND WALLS. 3) ALL WALLS LOUSING POCKET DOORS SI-IALL BE 2x6 STUDS 4) IN AREAS SUBJECT TO DECAY DAMAGE AS ESTABLISHED BY TABLE R30I.2(I), THE USE OF AN APPROVED SPECIES AND GRADE OF LUMBER, PRESSURE TREATED IN ACCORDANCE WITL AWPACI,C2,C3,C4,Cq,C15, C18, C22, C23, C24, C28, C31, C33, PI, P2 AND P3. (IRC R31q.1) 5) POSTS, POLES AND COLUMNS SUPPORTING PERMANENT STRUCTURES THAT ARE EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH TIE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER SHALL BE APPROVED PRESSURE PRESERVATIVELY TREATED WOOD SUITABLE FOR GROUND CONTACT USE. (IRC R31q.1.3) 6) FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE - RETARDANT - TREATED WOOD SHALL BE OF NOT- DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: ONE- HALF -INCH (12.7 MM) DIAMETER OR GREATER STEEL BOLTS. (IRC R311.3) 7. FIELD CUT END, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE RE- TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4, PER IRC 319.1.1. CONNECTOR CORROSION CCA TREATED WOOD IS NO LONGER AVAILABLE FOR RESIDENTIAL USE, AND IS BEING REPLACED BY SIGNIFICANTLY MORE CORROSIVE (ACQ, CA -B, ACZA) PRESERVATIVES. WHERE CONNECTORS COME IN CONTACT WITH TREATED LUMBER, CORROSION MAY BECOME VISIBLE IN WEEKS OR MONTHS RATHER THAN YEARS. WET CONDITIONS ACCELERATE THE CORROSION RATE. HEAVIER GALVANIZED COATINGS EXTEND THE LIFE OF THE CONNECTORS AND FASTENERS, HOWEVER THE CORROSION MECHANISM AND RATE DO NOT CHANGE. SIMPSON STRONG -TIE RECOMMENDS THE FOLLOWING BASED ON CONDITIONS AT THE CONNECTOR: WET /EXTERIOR AND TREATED WOOD - USE SIMPSON STAINLESS STEEL CONNECTORS AND FASTENERS WHEN POSSIBLE. AT A MINIMUM CUSTOMERS SHOULD USE SIMPSON CONNECTORS WITH ZMAX / HDG COATINGS WITH HDG FASTENERS WITH AN APPROVED BARRIER MEMBRANE. DRY /INTERIOR AND TREATED HOOD - SIMPSON JOIST AND BEAM CONNECTORS WITH STANDARD Gq0 COATING IN CONJUNCTION WITH AN APPROVED BARRIER MEMBRANE. FOR MORE INFORMATION, VISIT THIS WEB SITE: WWW.STRONGTIE.COM /PRODUCTUSE /BARRI ERSFAQS.HTML REMOVE EXISTING SIDING AND TRIM IF NEEDED. VERIFY EXISTING LEDGER TO BE MIN 2x10 -IF #2. LEDGER TO BE LAGGED TO RIM w/ PAIR 5/8" LAG BOLTS- STAGGERED @ MAX 21" o /c. HANG NEW DECK JOISTS FROM LEDGER W/ SIMPSON I-1U210 OR EQUIVALENT 1 r r 1 r 1 r liar 1 4x8 CF #2 CBM #Q2] r 1 r 1 1 r 1 r 1 _.{ r 1 'r IIMIN FRAMING PLAN 1/4" = 1' -0" REPLACE EXISTING DECK r CONCRETE / FOUNDATION STEM WALLS * FOOTINGS, GENERAL CLASS AND USE FIG SLUMP MIN. SACKS/ C.Y. A. FOOTINGS $ FOUNDATIONS 2500 3 -4 5.5 B. SLABS ON GRADE 3000 3 -4 5.5 1. AIR ENTRAINING AGENT (5% TO 7 %) TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER PER R402.2 2. POSSOLITH 300 SERIES (4 OZ. PER 100# OF CEMENT) TO BE USED IN ALL CONCRETE. 3. MIX MAY BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R402.2 4. WATER - CEMENT RATIO PER IRC R402.2 REINFORCING STEEL ASTM AG15 GRADE .40 REINFORCING STEEL DETAILS SHELL BE PREPARED BY AN EXPERIENCED APPROVED DETAILER AND CONFORM TO THE STANDARD PRACTICE OUTLINED IN ACI REPORT 515. CONCRETE COVER OF REINFORCING PER ACI 318 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 1.5" CONCRETE EXPOSED TO EARTH OR WEATHER 1.5" BEAMS AND COLUMNS NOT EXPSED TO EARTH OR WEATHER 0.75" SLABS AND WALLS NOT EXPOSED TO EARTT OR WEATHER LAP COLUMN VERTICALS. CLASS 'A' CONCRETE AND MASONRY COLUMN AND WALL VERTICALS 32 DIAMETERS. LAP ALL OTHER REINVORCING 24 DIAMETERS. SPLICES AT TENSION REGIONS SHALL NOT BE PERMITTED. 1) FOUNDATION CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS ACCORDING TO SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO TIE SUPPORTING SOIL. FILL SOILS THAT SUPPORT FOOTINGS AND FOUNDATIONS SI-IALL BE DESIGNED, INSTALLED AND TESTED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. GRAVEL FILL USED AS FOOTINGS FOR WOOD AND PRECAST CONCRETE FOUNDATIONS STALL COMPLY WITH SECTION R403. (IRC R401.2) 2) SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION 50 AS TO NOT CREATE A HAZARD. LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. EXCEPTION: HHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SHALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF TIE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM TIE BUILDING. (IRC R401.3) 3) APPROVED PRECAST CONCRETE FOUNDATIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TI-1E PROVISIONS OF THIS CODE AND THE MANUFACTURER.S INSTALLATION INSTRUCTIONS. BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401.4.1. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH THE DETAILS SET FORTH IN SECTION R403.2, AND FIGURES R403.1(2) AND R403.1(3). (IRC R402.3) 4)ALL EXTERIOR WALLS SI-IALL BE SUPPORTED ON CONTINUOUS SOLID OR FULLY GROUTED MASONRY OR CONCRETE FOOTINGS, WOOD FOUNDATIONS, OR OTHER APPROVED STRUCTURAL SYSTEMS WI-11C1-1 SHALL BE OF SUFFICIENT DESIGN TO ACCOMMODATE ALL LOADS SPECIFIED IN SECTION R301 AND TO TRANSMIT THE RESULTING LOADS TO THE SUPPORTING SOIL WITHIN THE LIMITATIONS DETERMINED FROM THE CHARACTERISTICS OF TIE SOIL. FOOTINGS STALL BE SUPPORTED ON UNDISTURBED NATURAL SOIL OR ENGINEERED FILL. FOUNDATION WALLS COMPLYING WITH SECTION R404 OR STEM WALLS COMPLYING WITH SECTION R403.1.3 SHALL BE PERMITTED TO SUPPORT EXTERIOR WALLS, EXTERIOR BRACED WALL LINES AND EXTERIOR BRACED WALL PANELS PROVIDED THEY ARE SUPPORTED BY CONTINUOUS FOOTINGS. (IRC 403.1) 5)MINIMUM SIZES FOR CONCRETE AND MASONRY FOOTINGS SHALL BE AS SET FORTH IN TABLE R403.I AND FIGURE R403.1(1). TIE FOOTING WIDTH, W, SHALL BE BASED ON THE LOAD- BEARING VALUE OF TIE SOIL IN ACCORDANCE WITH TABLE R401.4.I. SPREAD FOOTINGS SI-IALL BE AT LEAST 6 INCHES IN THICKNESS, T. FOOTING PROJECTIONS, P, SHALL BE AT LEAST 2 INCHES AND SHALL NOT EXCEED THE THICKNESS OF THE FOOTING. TIE SIZE OF FOOTINGS SUPPORTING PIERS AND COLUMNS SHALL BE BASED ON THE TRIBUTARY LOAD AND ALLOWABLE SOIL PRESSURE IN ACCORDANCE WITH TABLE R401.4.I. FOOTINGS FOR WOOD FOUNDATIONS SHALL BE IN ACCORDANCE WITH TIE DETAILS SET FORTH IN SECTION R403.2, AND FIGURES R403.1(2) AND R403.1(3). EXCEPTION: IN DETACHED ONE- AND TWO- FAMILY DWELLINGS WH1C4 ARE THREE STORIES OR LESS IN HEIGHT AND CONSTRUCTED WITH STUD BEARING WALLS, PLAIN CONCRETE FOOTINGS WITHOUT LONGITUDINAL REINFORCEMENT SUPPORTINGWALLS AND ISOLATED PLAIN CONCRETE FOOTINGS SUPPORTING COLUMNS OR PEDESTALS ARE PERMITTED. 6) FOUNDATIONS WITH STEM WALLS SI-IALL HAVE INSTALLED A MINIMUM OF ONE NO. 4 BAR WITHIN 12 INCHES OF TIE TOP OF TIEWALL AND ONE NO. 4 BAR LOCATED 3 INCHES TO 4 INCHES FROM TI-IE BOTTOM OF THE FOOTING. (IRC R403.1.3.1) 7) SLABS ON GROUND WITH TURNED DONN FOOTINGS SHALL HAVE A MINIMUM OF ONE NO. 4 BAR AT THE TOP AND THE BOTTOM OF THE FOOTING. EXCEPTION: FOR SLABS -ON- GROUND CAST MONOLITHICALLY WITH THE FOOTING, LOCATING ONE NO. 5 BAR OR TWO NO. 4 BARS IN THE MIDDLE THIRD OF THE FOOTING DEPTH SHALL BE PERMITTED AS AN ALTERNATIVE TO PLACEMENT AT THE FOOTING TOP AND BOTTOM. WHERE THE SLAB IS NOT CAST MONOLITHICALLY WITH THE FOOTING, NO. 3 OR LARGER VERTICAL DOWELS WITH STANDARD HOOKS ON EACH END SHALL BE PROVIDED IN ACCORDANCE WITH FIGURE R403.1.3.2. STANDARD NOOKS SHALL COMPLY WITH SECTION R6I1.5.4.5. (IRC R403.I.3.2) 8) ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE UNDISTURBED GROUND. WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. (IRC R403.1.4) EXISTING STRUCTURE TO REMAIN REPLACED DECK, SPACED 5I- IEATIHING 16' -0 "x10' -0" +36" GUARDRAIL PER CODE 16' -0" DECK PLAN 1/4" = 1' -0" REPLACE EXISTING DECK FLOOR PLAN_ NOTES: I) WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2) PLATE HEIGHT UPPER FLOOR = 8' -0" VERIFY MATCH EX'G 3) DENOTES SOLID BEARING UNDER CONCENTRATED LOADS. USE (2) 2x_ STUDS 4) ALL FRAME NAILING TO SATISFY IRC TABLE R602.3(1) UNO. 5) ALL DETAILS ARE TYPICAL AND SHOULD BE USED AT ALL SIMILAR CONDITIONS 6) ALL BEAMS EXPOSED TO WEATHER SPALL BE PRESSURE TREATED IF NOT WOOD- WRAPPED. H N w w w 0 \ \ POST INSIDE RIM / JOIST: 1. Detail 'A': Fasten blocking to joist with (26) 10d common nails (0.148 "x3 ") 2. Detail 'B': Fasten blocking together with (13) 10d common nails (0.148 "x3 ") DETAILS ASSUME THE FOLLOWING: 1. Maximum 42" guardrail height and minimum nominal 4x4 guardrail post. 2. DTT2Z with SDSY4 "x2%2" screws, and minimum 2x8 HF or SPF framing lumber. D 1 SIMPSON DTT2Z ATTACHMENT OF GUARDRAIL POST OUTSIDE RIM / JOIST Post (Typ) Decking (Typ) TT2Z • 11 Rim Joist `- Joist (2) Y2"0 machine bolts or threaded rods with nuts and washers • Detail 'A' ost (Typ) Decking (Typ) (2) DTT2Z (one each side) ..0111110 y o� Blocking Joist L`- Joist 16" MIN (2) 3/2" 0 machine bolts or threaded rods with nuts and washers Detail 'B' 3/2 "Y HDG threaded rod with nuts and washers Floor shthg nailed @ 6" max o/c to joist with holddown SIMPSON DTT2Z D 2 ATTACHMENT DECK TO LEDGER INSTALLATION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION EXISTING ROOF TO REMAIN H O M O s O Z 7 NEW +36" GUARDRAIL PER CODE EXISTING STRUCTURE BEYOND TO REMAIN .illhJJijlI �iilllll�!ltIlil Illulliil [iiiji.l�.lhEl EXISTING STRUCTURE BEYOND TO REMAIN 111111111111111111111111 1111j11111 1111 1111111111.11 -ll.l1 1111: 11 8' 4 VERIFY EXISTING 11 EX / FIN GRADE C_1 WEST ELEVATION SCALE: pLEVATION NOTES: 1) FINISHED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING A MINIMUM OF 6' WITHIN THE FIRST IO' -0' PER IRC R401.3 2) POST APPROVED NUMBERS OR ADDRESS ON THE DWELLING AT THE BEGINNING OF CONSTRUCTION. ADDRESS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DWELLING. 3) PROVIDE WEATHER - STRIPPING AT ALL DOORS AND WINDOWS. CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL. NEW +36" GUARDRAIL PER CODE �NIJSIX3 J1d1213A +pI -,8 BEAM PER PLANS 1/4" = I' -0" EXISTING STRUCTURE TO REMAIN EX / FIN GRADE 11 SOUTH ELEVATION SCALE: CORRECTION 1/4" = 1' -0" RECEIVED JUL 13 2011 S J N I CI- IELLADEK STUDIOS, INC. PO BOX 1014 KENT, NA 98035 (253) 941 -3441 chelladekstudios@msn.com PROJECT ADDRESS: 4046 S 148th ST TUKWILA, NA 98168 PARCEL# 004000 -0%3 LLi I- 2 Z rA Q _ w C0 Q~ w0 I- w ZW �Z 0 0 ri Ow Z Zw Um ix 0 w Z Q �O ET) 0 W w W I . _ Z �0 W J_ W < f- 0 0 0 ZZ ga Z O -(75 Z LL 0g o <0 a.2 w� CC WZ H Z a J >- �w UU OH Z 1 w O=I Qm Ow w 0 o QO 2Z wO CO 0 CD J m =O 0I- W Om W W W Z O2 Z 2 LU LU W V LU Q LU O J 5x.2011 CHEI.LADEK S.TUDIOG; INC ';^ 1 DRAWINGS CREATED BASED ON INFORMATION PROVIDED. CHELLADEK STUDIOS, INC (CSI) SHALL NOT BE RESPONSIBLE FOR ANY DEPARTURE FROM THESE DRAWINGS ADVISED BY ANY OFFICIAL, APPROVING AUTHORITY OR PROFESSIONAL CONSULTANT AT ANY TIME. FURTHER, ANY SUCH DEVIATION OR CHANGES TO THESE PLANS NULLIFIES ANY RESPONSIBILITY THAT CSI MAY HAVE WITH RESPECT TO THIS PLAN OR CONSEQUENT CONSTRUCTION. RE -SALE OF THESE DRAWINGS IS STRICTLY PROHIBITED. DECK W LLJ OF 1 ADD031 07/12/11 I- . , NOTE: THIS SCHEMATIC DRAWING IS A CONSTRUCTION DETAIL RECOMMENDED FOR ATTACHMENT OF A LEDGER IN ORDER TO AVOID POTENTIAL DECAY PROBLEMS ON EITHER THE LEDGER OF OTTER BUILDING MATERIALS 2X4 CEDAR CAP 1X4 TOP TRIM \ \ = 0 w z 7j a f S 'Y' [ J <:, 2X2 PICKETS @ 5 O.C. 2X_ STUD NALL PLYWOOD SHEATHING O PER STRUCTURAL PLANS .r HORIZONTAL DIAPHRAGM SEE NOTES FOR NAILING -1/2" 4X_ POST BEYOND 2X_ LEDGER 1X4 BASE TRIM 2X_ FLOOR / I- JOISTS PER PLAN -0 ..•_ 2X_ RIM BOARD OR 5/8" DIA. LAG BOLTS N/ A NOMINAL LENGTH OF 4" LAG SPACING PER PLANS. 5/4 "X4" CEDAR T.K. - - RIM PER JOIST MANUFACTURER P.T. 2X_ DECK JOISTS PER PLAN -O N a zQ ,. LL- = 1' -0" �- (2) 4 GALVANIZED OR STAINLESS WASHERS 2X_ BLOCKING FOR SPACERS PER PLAN 1 3 2X_ STUD NALL O EXTEND FLASING BELOW 2X_ LEDGER AND OVER SIDING SCALE: 1" = 1' -0" P.T. BEAM PER PLANS P.T. POST PER PLANS -71 w SCALE: 1" 1 LEDGER TO RI' BOAR CO\\. 2 STA \DARD DECK (EXTERIOR) S J N I CI- IELLADEK STUDIOS, INC. PO BOX 1014 KENT, NA 98035 (253) 941 -3441 chelladekstudios@msn.com PROJECT ADDRESS: 4046 S 148th ST TUKWILA, NA 98168 PARCEL# 004000 -0%3 LLi I- 2 Z rA Q _ w C0 Q~ w0 I- w ZW �Z 0 0 ri Ow Z Zw Um ix 0 w Z Q �O ET) 0 W w W I . _ Z �0 W J_ W < f- 0 0 0 ZZ ga Z O -(75 Z LL 0g o <0 a.2 w� CC WZ H Z a J >- �w UU OH Z 1 w O=I Qm Ow w 0 o QO 2Z wO CO 0 CD J m =O 0I- W Om W W W Z O2 Z 2 LU LU W V LU Q LU O J 5x.2011 CHEI.LADEK S.TUDIOG; INC ';^ 1 DRAWINGS CREATED BASED ON INFORMATION PROVIDED. CHELLADEK STUDIOS, INC (CSI) SHALL NOT BE RESPONSIBLE FOR ANY DEPARTURE FROM THESE DRAWINGS ADVISED BY ANY OFFICIAL, APPROVING AUTHORITY OR PROFESSIONAL CONSULTANT AT ANY TIME. FURTHER, ANY SUCH DEVIATION OR CHANGES TO THESE PLANS NULLIFIES ANY RESPONSIBILITY THAT CSI MAY HAVE WITH RESPECT TO THIS PLAN OR CONSEQUENT CONSTRUCTION. RE -SALE OF THESE DRAWINGS IS STRICTLY PROHIBITED. DECK W LLJ OF 1 ADD031 07/12/11