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Permit D12-149 - LE RESIDENCE - BATHROOM
LE REMODEL 13223 32 AV S D12-J41r I'19 City olkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1386800026 Address: 13223 32 AV S TUKW Suite No: Project Name: LE REMODEL DEVELOPMENT PERMIT Permit Number: D12 -149 Issue Date: 06/27/2012 Permit Expires On: 12/24/2012 Owner: Name: LE TUYEN Address: 13223 32ND AVE S , SEATTLE WA 98168 Contact Person: Name: BINH LE Address: 13223 32 AV S , TUKWILA WA 98168 Phone: 206 512 -0276 Contractor: Name: OWNER AFFIDAVIT - BINH LE Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: REMODEL EXISTING STORAGE ROOM TO ADD BATHROOM Value of Construction: $3,000.00 Fees Collected: $389.02 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -149 Printed: 06 -27 -2012 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: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 112<o)77 -12 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: 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 doc: IBC -7/10 D12 -149 Printed: 06 -27 -2012 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: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12 -149 Printed: 06 -27 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd-, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION 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 Site Address: Tenant Name: 13222, . 2//thi< King Co Assessor's Tax No.: L r uyEr'J y9-NN PROPERTY OWNER Name: Name: L E C ,v MIA kv H. Address: /32'13 . 39., - F4-vE City: T_‘312._‘34_('• q State: Zip: cmt6g CONTACT PERSON — person receiving all project communication Name: t C —1'1Y E) Tlet --ivV( Address: 1 3,Z�2., %/ ou d L City: rok,iv (AA- State: w A- Zip: 9 p {4 G Phone: 441 1 I6 ` Fax: Email: Zip: GENERAL CONTRACTOR INFORMATION Company Name: OV‘i Ii61- Address: Company Name: Address: Architect Name: City: State: Zip: Phone: Fax: City: Contr Reg No.: Exp Date: Phone: Tukwila Business License No.: Email: P31 iN 2 512 - on 6 Ii \Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -1 I_docx Revised. August 201 I hh SO -au t/lu Suite Number: Floor: New Tenant: ❑ Yes ❑..No ARCHITECT OF RECORD Name: Address: Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page I of 4 BUILDING PERMIT INFORMATION — 206 -431 -3670 (72-) Valuation of Project (contractor's bid price): $ 5 Describe the scope of work (please provide detailed information): I � 1 J On- Will there be new rack storage? ❑ Yes Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 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 Line \2011 Applications \Permit Application Revised - 8 -9 -11. does Revised. August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor r Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H. \ Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised - 8 -9 -11. does Revised. August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES J 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. 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). 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 R AUT RIZED AGENT: Signature: • Print Name: LCD TH s44 y l Ti)'( Mailing Address: /.2j2l3 - H: \ApplicationsWorms- Applications On Line \2011 Applications \Permit Application Revised - 8.9 -I I.docx Revised: August 2011 bh Date: C /0 I' Day Telephone: c €) 4 71 l 1 L I v4A-- co)/(q City ate Zip Page 4 of 4 f PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ] ...Tukwila 0... Water District #125 ❑ ... Water Availability Provided Sewer District is ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — • r on -site septic system, provide 2 copies of a current septic design ap ❑ .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided Submitted with Application ( rk boxes which apply): ❑ ...Civil Plans (Maximum Pa r Size — 22" x 34 ") ❑ ...Technical Information Report torm Drainage) ❑ .. Geotechnical R- in ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance :reement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Renton ❑ .. Seat ved by King County Health Department. Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for les an 72 hours ❑ .. Ri of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ' : t -of -way Use — Potential Disturbance ❑ ...Construction /Excavation /Fill - Right -of- ❑ Non Right -s way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Aban. Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Cur. u. ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. P. -ment t ❑ .. Trench Excavation ❑ ...Traffic Control ❑ ooped Fire . ' e ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Domestic Wate ❑ ...Permanent Water Meter Size... 77 WO # ❑ ...Temporary Water Meter Size .. 71 WO # ❑ ...Water Only Meter Size WO # ■ ...Deduct Water Meter Size ❑...Sewer Main Extension ..Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATIO Fire Line Size at Prope me Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthl Service B in to: Name: Mailing Addr .s: Water Me Refund /Billing; Name: Mailing Address: Day Telephone: City State Zip Day Telephone: City State Zip H: \Applications \Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 1I.docx Revised: August 2011 bh Page 3 of 4 • 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.uov Parcel No.: 1386800026 Address: 13223 32 AV S TUKW Suite No: Applicant: LE REMODEL RECEIPT Permit Number: D12 -149 Status: APPROVED Applied Date: 05/07/2012 Issue Date: Receipt No.: R12 -02001 Initials: User ID: WER 1655 Payment Amount: $294.70 Payment Date: 06/27/2012 03:41 PM Balance: $0.00 Payee: NGHIEM VAN THAI TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2306 294.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $294.70 290.20 4.50 doc: Receipt -06 Printed: 06 -27 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1386800026 Address: 13223 32 AV S TUKW Suite No: Applicant: LE REMODEL RECEIPT Permit Number: D12 -149 Status: PENDING Applied Date: 05/07/2012 Issue Date: Receipt No.: R12 -01516 Payment Amount: $94.32 Initials: JEM Payment Date: 05/07/2012 03:37 PM User ID: 1165 Balance: $294.70 Payee: NGHIEM VAN THAI TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2273 94.32 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 94.32 Total: $94.32 doc: Receiot -06 Printed: 05 -07 -2012 -43 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 t, = (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 t;'., Projec : Type Inspection :.. 6J i 1311 : ' i .-hami Address. �� ���•� Date-Called: Special Instructions: / Date Wanted: 1 '4ad;, p.m. Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 0 piAA7 al-v)(Of 1 Inspecfo�. Date: -, n REINSPECTION FEE REQUIRED. Prior to next inspection, fee_niust;be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206).431, 3670 -. Permit Inspection Request Line (206) 431 -2451 Project: / /fcA9 Type of Inspection: /).�r'z a i «!G• T ,, 4 y1(/,4 .4 Address: /S22-3 J? 40.5 Date Called: Special Instructions: Date Wanted:. 7 —!5''.��• C.L.- m) _ p.m. Requester: Phone No: j oZO 4- ® Approved per applicable codes. ElCorrections required prior to approval. • COMMENTS: Inspector:, Date: C REINSPECTION FEE REQUIRED. Prior to next inspection;. fee must be.' paid at 6300 Southcenter Blvd., Suite 100. Call to sche'dul reinapection., INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: L. e Red-P7046 -1 Type of Inspection: pi4,4, s/ h / T i 4c-i h G' e 0,[1 r )4ci) -vr jfce .frf r 11,21% oil;� Address: i `z..? 3Z"d2Avr_S Date Called: ,/ —7f /2liv ,, f-Prn fir m& cf toa s slot Adu‘r lahlP rah S (tt Special Instructions: Date Wanted:. —7// Zit 2— hooyc., a.m. p.m. Requester: Phone No: 204, -- 5i2.OZ --7 DApproved per applicable codes. Corrections required prior to approval. COMMENTS: . y n ht. 1f 1roea�d 3rX5n' /o.4i rh S no e 0,[1 r )4ci) -vr jfce .frf r 11,21% oil;� , Pas oaf huh ,(, epri. f-Prn fir m& cf toa s slot Adu‘r lahlP rah S (tt Uviito inco,dwrn was Math • (elnhr(1'S v©;612 rvii SS a Gt:r has ne-i h 2G*r # tip cc7u /ce i n l-' (tii -P MIS Sa y nspector: Date: -4, am- 7/I2 /h- ❑ REINS P CTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit- INSPECTION NO. 2-(41 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ``,g, (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pro ect: 2Q�to Type of Inspection: frA -ie— r= 06 ra , ,(se Address: Date Called: E-7 - Special Instructions: • Date.Wanted:. ,7 -a-m. Requester: • Phone l lft ' - 1- t 7 Approved per applicable codes. D Corrections required prior to approval. �< COMMENTS: N? f Lon M. --i 1� re ; .S NO 3 Ad Ke Dr KW)) pt-Pvi\JAAa Inspector: Date n REINSPECTION FEE REQUIRED. Prior to next inspection, fee:must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: + .. •.• INSPECTION RECORD - 10 Retain a copy with permits—VI INSPECTION NO. PERMIT NO. • CITY-OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 F. (206) 431 -367 'Permit Inspection Request Line (206) 431 -2451 Pro'ect: Type of Inspection: Ad e f 23 32 44 Date Called: i Special Instructions: Date Wanted:7 Requester: Phoge No! ,.. 3 i __ It tO i Approved per applicable codes. COMMENTS: ECorrections required prior to approval. _CM 1,\. ■Ae.n cc • " !` Inspectb Date 1 N. n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. May 18, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Binh Le 13223 32 Av S Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D12 -149 Le Remodel —13223 32 Av S Dear Mr. Le, 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 sane time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 431 -3659 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, I can be reached at (206) 431 -3670. Sincerely, R'O'L Bill Rambo Permit Technician encl File No. D12 -149 W: \Permit Center \Correction Letters \2012 \D12 -149 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • 1 PLANNING DIVISION COMMENTS DATE: May 18, 2012 APPLICANT: Le Tuyen Thanh RE: D12-149 ADDRESS: 13223 32nd Ave S (parcel #138680-0026) Please review the following comments listed below and submit your revisions accordingly. 1) There is a minimum of 3 off - street parking spaces required on this property. Existing parking is located in front of the house in the driveway in front of the converted garage, and on the south side of the house. There is new door with associated "Patio Landing" area located on the south side of the house in the existing parking area. Please revise the site plan to show the new patio landing area and the location of 3 parking spaces at least 8.5' wide by 15' long. Please note than any parking areas shall be constructed of an approved, durable, uniform surface such as concrete, asphalt, or gravel. Areas on this property improved with approved durable uniform surfaces shall not exceed 1,200 square feet. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 -431 -3659. %vino ' ?; copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -149 DATE: 06 -06 -12 PROJECT NAME: LE REMODEL SITE ADDRESS: 13223 32 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works n Fire Prevention Structural AR- Planning Division n Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-07 -12 Complete ( Incomplete ❑ Not Applicable Comments: 7� 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 Sti Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions n DUE DATE: 07-05-12 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections:. Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -149 PROJECT NAME: LE REMODEL SITE ADDRESS: 13223 32 AV S DATE: 05/07/12 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: E•16-12-, Building ivision 111 Fire Prevention III Planning Division 1\J tic ,404,1,0/( c-(9-() q-S4 Of\- Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 05/08/12 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 TA Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/05/12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 1� r CORRECTION LETTER MAILED: 'U -`e- t `a Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 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: ( 19' ( d-■ Plan Check/Permit Number: D12-149 ❑ Response to Incomplete Letter # IN Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Le Remodel Project Address: 13223 32 Av S Contact Person: bI N iA X144 Phone Number: C9 7 0 6- 1 2 07.1 j Summary of Revision: mezzoiseu JJUN 06 2012 PERMIT CENTE Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: 12--- Entered in Permits Plus on i' — G- -Z \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplan0ci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -o179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 6(4 L Ti' [please print name] , states as follows: PERMIT NO: D 1. I have made application for a 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 permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number gT, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. 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. Owner /Owner's Agent* Signed and sworn to before me this NJ LA. day of , 20 I �. NOT " Y PUBLIC in and for the State of Washington Residing at //Id , County Name as commissioned: (/ % Guam A o r( My commission expires: 0.5" d-q - L� 18.27.090 Exemptions. The region provisions of this chapter do not apply toe 1. 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; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. 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; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. 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; 8. 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; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any 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 contracts of amounts less than five hundred dollars for the purpose of 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 or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. 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 when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision 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 person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; i8. An entity who holds a valid elec cacal`contractor's license under chapter, i9 ,28;RCW that;employs a certified journeyman electricuanlaicertified- resideential'specialty electrician, or an ele"ctrical;trainee meeting the" requirements of chapte% 9.28 RCW to perforn plumbing work that is incidentally; ;directly, and. immediately appropriate to the likean 3kind-replacementofa household appliance or other small�;household :utilizati`on equipment that requires limited electric ;power;+and 1 iniited waste and /or water connections :`An�electrical'trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. PLANNING APPROVED . No changes can be made. to these plans without approval from the Planning Division of DCD Approved By:, Date_, (o -S'' .12 k ,,,N M REVISIONS No changes shag be ma to the ape of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: DlectrIcal D City of Tukwila BUILDING DIVISI • FILE COPY Permit No... ..1) 2--J Pier review approval is subs to errors and omissions. A2Pro,fal of construction documents does not authorize Inc ;o'alaon of any adopted code or ordinance. Receipt of 4proved Field • : s oond is I&ada�owledged: By4,4 4 ., Date: City Of ho BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 6 2012 T City of Tukwila BUILDING DIVISION CORRECTION RECEIVED JUN 06 2012 D i 2iir." 1 1111 � PERMIT CENTER • NEAREST HYDRANT FIRE WITH IN 200' +— TO PROPERTIES REMODEL 1 J m O 1 j 11 1 332 TO THE 32nd AVENUE SOUTH 110.0'± TUYEN GARAGF, TUKWILA., WA 98168 +"` (� � L M r� 0 I , 1 1 1 J 18' BSBL EXISTING 288 SF -CO I I EXISTING DECK i 1 l 1 EXIST —I (SHED I L —I I CD ao j I �Ir p,MP IS No •• ®saeaao � Cj aa• OpuclenN ©•• s® i.•im;:' �` ANY MEAN _ 4. ; 6Y E PUNRSWA�L r�N m 3 a , AR cs� � I4ry c ', ' / : o>F puba K -H H° � ,9 ®® �t �1�� � � 1 • 1�,� °- F R � Q� I • id tNEF�, ® caul /� •. ®/ ��••••• ®ss ® ®a� a 306' I I I 1 2 2 D' ® 6 � I I I � I I I —' - - -- PATIO r — — — —I-- L T' S.F. I 3'%5 i EXISTING RESIDENCE UlIdNO L;�, , ;,.;r „� k;,% ,, �;;: /,!(NTER.IOR�. REMODEL; 20' BSB EXISTING 1 1 DRIVEWAY/ 2— PARKING I 1 - �` Nr,: .. 1 a' 105.5'± 310' 20 308' 32nd AVE S i I NORTH .... ® SHL4N I 0 2010 SherDesign 253 531 1571 1008 S 121st Street Parkland, WA 98444 PARCEL NUMBER 1386800026 LEGAL DESCRIPTION CARLTONS ADD TO RIVERTON 5 & E 25 FT OF 6 LESS N 10 FT THOF SCALE 1” - 20 GATE ITT. PROJECT ID- II.4 -1040 $9 LE TUYEN SHEET 1 of 1 PLANNING APPROVED . No changes can be made. to these plans without approval from the Planning Division of DCD Approved By:, Date_, (o -S'' .12 k ,,,N M REVISIONS No changes shag be ma to the ape of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: DlectrIcal D City of Tukwila BUILDING DIVISI • FILE COPY Permit No... ..1) 2--J Pier review approval is subs to errors and omissions. A2Pro,fal of construction documents does not authorize Inc ;o'alaon of any adopted code or ordinance. Receipt of 4proved Field • : s oond is I&ada�owledged: By4,4 4 ., Date: City Of ho BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 6 2012 T City of Tukwila BUILDING DIVISION CORRECTION RECEIVED JUN 06 2012 D i 2iir." 1 1111 � PERMIT CENTER GENERAL NOTES: CODES: DESIGN 15 IN ACCORDANCE WITH THE 2009 IRC AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF (PG) FLOOR 40 PSF DECKS 60 PSF LATERAL WIND EXPOSURE B 85 MPH SEISMIC PER ZONE D SITE WORK: UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED THE FOUNDATION DESIGN 15 BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 1500 PSF. EXTERIOR FOOTING SHALL BEAR 18" MINIMUM BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL. ALL BACK FILL MATERIAL SHALLBE THOROUGHLY COMPACTED. FOUNDATION. VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLOMNS. CONCRETE: REFER TO STRUCTURAL NOTES. CARPENTRY: FOR LUMBER STRENGTH (REFER TO STRUCTURAL NOTES WOOD VEARNG ON OR INSTALLED WITHIN 1 -INCH OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTING OF JOIST AND RAFTERS. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD OR RAFTER WITH AN APPROVED FASTENER TO ENSURE THAT THE T4RUSS BOTTOM CHORD OR RAFTER WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR NIP TRUSSES TO MAIN GIRDER TRUSSES, ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 60 AS TO FORM INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD I5 PLACED UPON THE TRUSS, DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. FIREPLACES: ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF BUILDING, MECHANICALL AND ENERGY CODES. FLUE LINER MINIMUM, 5/S -INC14 FIRE CLAY (OR EQUIVALENT) PER IRC. FLUE AREA SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE PAMPERS, OPERATED WITH A READILY SOURCE OF COMBUSTION AIR. MINIMUM DUCT SIZE OF 6 SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR U.F. OF IRC SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. HEARTH SHALL EXTEND 20- INCHES (MIN) IN FRONT OF AND 12- INCHES (MIN) BEYOND EACH SIDE OF FIREPLACES OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION: UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I- INCH CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6-INCHES ABOVE BATT INSULATION. BAFFLES TO EXTEND 12- INCHES ABOVE LOOSE ALL INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATT. FRICTION FIT FACED BATT. USE 4 MIL (0.004 ") POLYETHYLENE VAPOR BARRIER AT WALLS. USE PvA PAINT WITH A DRY CUP PERM RATING OF ON (MAX) R -10 INSULATION UNDER ELECTRIC WATER HEATERS. L EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICE THROUGH WALLS, FLOORS, AND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CALKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED "FIRE- RATED" AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH 51-1ALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 2E313 SITE BUILT AND MILLWORK SHOP MADE WOODEN 5451-1 ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER - STRIPPED, CAULKED AND MADE TIGHTLY FITTING. VAPOR BARRIERS / GROUND COVERS: AN APPROVED VAPOR BAARRIER SHALL BE PROPERLY INSTALLED IN FLOOR DECKS, IN ENCLOSED FRAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS INSETSTAPLED BATT WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER 15 TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN S- INCHES AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED ,6 INCH. A GROUND COVER OF 6 MIL (0.006 ") BLACK POLYETHYLENE OF EQUIVALENT SHALL SE LAID OvER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. THE NET FREE vENTILATION AREA FOR ATTIC VENTILATION MAY BE 3 ®0 OF THE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IN INSTALLED ON THE WARM SIDE OF THE INSULATION. TABLE 6 -1 PRESCRIPTIvE REQUIREMENTS FOR GROUP R OCCUPANCY (UNLIMITED GLAZING OPTIONS ONLY) CLIMATE ZONE 1 Options Glazing area is of' loor Glazing U- Factor Door U- Factor Ceiling vaulted Ceiling Wall Above Grade Wall Int. Below Grade Wall Ext. Below Grade Floor Slab On Grade vertical Overhead 5 INCH Unlimited Group R-3 Occupancy only 0.35 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 NA NA TI-416 PROJECT COMPLIES WITH THE FOLLOWING -THE PROJECT IS A SINGLE FAMILY RESIDENCE OR DUPLEX. -THE PROJECT I5 WOOD FRAME OR ALL OF THE INSULATION IS INTERIOR OR EXTERIOR OF THE FRAMING -ALL BUILDING COMPONENTS MEET THE REQUIREMENTS LISTED IN TABLE 6 -1, OPTION III -T1-4E PROJECT WILL MEET ALL OTHER PROVISIONS OF THE WSEC AND VIAQ. REFERENCE CASE 0. NOMINAL R- VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 1 MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO TINE CONDITIONED FLOOR AREA OF 13%. IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 15 (OR NIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECCIFIC REQUIREMENTS OF A LISTED OPTION ABOCE MAY CALCULATE COMPLIANCE BY CHAPTER 4 OR 5 OF THIS CODE. ITIONS. 2. REQUIREMENT APPLIES TO ALL CEILING EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. "ADV" DENOTES ADVANCED FRAMED CEILING. 3. REQUIREMENT APPLICABLE ONLY TO SINGLE RAFTER OR JOIST VAULTED CEILINGS. 4. BELOW GRADE WALLS SHALL BE INSULATED EITHER ON THE EXTERIOR TO A MINIMUM LEVEL OF R -10, OR ON THE INTERIOR TO THE SAME LEVEL AS WALLS ABOVE GRADE. EXTERIOR INSULATION FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.2 5. FLOORS OVER CRAWL SPACES OR EXPOSED TO AMBIENT AIR CONDITIONS. 5. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SEE SECTION 502.4 1 INT. DENOTES STANDARD FRAMING 16- INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R -5 INSULATION S. THIS WALL INSULATION REQUIREMENT DENOTES R -I9 WALL CAVITY INSULATION PLUS R -5 FOAM SHEATHING. 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U- FACTORS FROM TABLE 10 -50 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) A5 A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U- FACTOR OF U =0.40 OR LESS 15 NOT INCLUDED IN GLAZING AREA LIMITATIONS. 11. OVERHEAD GLAZING SHALL HAvE U- FACTORS DETERMINED IN ACCORDANCE WITH NFRC 100 OR AS SPECIFIED IN SECTION 502.1.5. 12. LOG AND SOLID TIMBER WALLS WITH A MIMIMUM AVERAGE THICKNESS OF 3:5- INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT. DOORS, WINDOWS AND SKYLIGHTS: DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 1 -I/2 -INCH STEP TO A MINIMUM 36 -INCH DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 5 -1 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS SHALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE ALL BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE A MINMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN 413LE WIDTH OF 25- INCHES AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24-INCHES, MAXIMUM FINISHED SILL HEIGHT OF 44-INCHES ABOVE FLOOR ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE 54514 PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE BUILT AND MILLWORK SHOP BUILT WOODEN 54514 ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL PERMIT MAXIMUM INFILTRATION OF 05 CFM PER SQUARE FOOT OF DOOR AREA SET PLANS FOR: I. MAXIMUM GLAZING AREA 2. GLAZING MANUFACTURER AND MODEL NUMBER. 3. WEIGHTED U4 CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIOINAL RESIDENTIAL CODE. L INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24 -INCH RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE IS LESS THAN 50- INCHESABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEE THAT 15 LESS THAN 18- INCHES ABOVE FINISHED FLOOR. 5, GLAZING IN ALL GUARD RAILS SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS IS USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET. 1. THE GLAZING THAT DOES NOT EXCEED 15 SQUARE FEET. 2. THE HIGHEST POINT OF GLASS IS NOT MORE THAN 12 -FEET ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE ROWS NOT EXCEED 3/15 -INCH MECHANICAL: SOLID FUEL BURINING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES SHALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND THE MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 3 -FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS A5 SET FORTH IN THE W.S.E.G. FUEL BURNING APPLIANDCES LOCATED WITHING THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. 3. DUCTWORK LOCATION AND SCORSE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GASS CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHTALL BE SO LISTED AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOMS OR SPACES, EXCEPT DIRECT vENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL FUEL GA5 CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES 50 FUELED 51-1ALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OF BASEMENT UNLESS SUCH LOCATION IS PROVIDE WITH AND APPROVED MEANS FOR EMOvAL OF UNBURNED GAS PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. HEATING AND COOLING APPLIANCES LOCATED IN ,4 GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE BAPOR SHALL BE INSTALLED WITH TI4E PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 1S-INCHES ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH T1-4E WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP R, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION 1 OCCUPANCY). PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019- INCHES (NO. 25 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL FUEL GA5 CODE WARM AIR FURNACE INSTALLATIONS IN ATTIC OR CRAWL SPACES SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. EVERY APPLIANCE DESIGNED TO E VENTED 5144LL BE CONNECTED TO A vENTING SYSTEM COMPLYING WITH THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. EVERY FACTORY BUILT CHIMNEY, TYPE L BENT, TYPE B GAS BENT OR TYPE BUJ GAS BENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERM OF ITS LISTING, MANUFACTURERS INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS OF THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. A TYPE B OR BW GA5 BENT SHALL TERMINATE PER THE INTERNATIONAL MECHANICAL CODE. ,4 TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 -FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOD OF THE BUILDING AND AT LEAST 2 -FEET HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 -FEET OF THE VENTS PER THE INTERNATIONAL MECHANICAL CODE. I�FATI \IG EQUIF'`IENT: ALL HEATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE 2004 NATIONAL APPLIANCE ENERGY CONSERvATION ACT (NAECA) AND BE 50 LABELED. EQUIPMENT SHALL ALSO COMPLY WITH SECTION 1411 OF THE W.S.E.C. HvAC EQUIPMENT FOR LOW -RISE RESIDENTIAL SHALL BE SIZED NO GREATER THAN 150% OF DESIGN LOAD. STAIRS, LANDINGS, 4 HALLWAYS: CIRCULAR STAIRWAYS CONFORMING TO THE REQUIREMENTS OF T1-415 SECTION MAY BE USED AS A MEANS OF EGRESS COMPONENT IN ANY OCCUPANCY. THE MINIMUM WIDTH OF RUN SHALL NOT BE LESS THAN 10-INCHES AND THE SMALLER STAIRWAY RADIUS SHALL NOT BE LESS THAN TWICE THE WIDTH OF THE STAIRWAY. WINDING STAIRWAYS IN GROUP R, DIVISION 3, OCCUPANCIES AND IN PRIVATE STAIRWAYS IN GROUP R, DIvI51ON 1 OCCUPANCIES. WINDING STAIRWAYS MAY BE USED IF THE REQUIRED WIDTNOF RUN 15 PROVIDED AT A POINT NOT MORE THAN 12- INCHES FROM THE SIDE OF THE STAIRWAY WHERE THE TREADS ARE NARROWER, BUT IN NO CADE SHALL THE WIDTH OF RUN BE LESS THAN 5- INCHES AT ANY PONT. SPIRAL STAIRWAYS IN GROUP R DIvISION 3 OCCUPANCIES AND IN PRIVATE STAIRWAYS WITHIN INDIVIDUAL UNITS OF GROUP R, DIvI51ON 1 OCCUPANCIES, SPIRAL STAIRWAYS MAY BE INSTALLED. SUCH STAIRWAYS MAY BE USED AS A REQUIRED MEANS OF EGRESS COMPONENT WHERE THE AREA SERVED 15 LIMITED TO 400 SQUARE FEET. THE TREAD SHALL PRESENTA CLEAR WALKING AREA MEASURING AT LEAST 25- INCHES FROM TN EOUTER EDGE OF THE SUPPORTING COLUMN TO THE INNER EDGE OF THE HANDRAIL. A RUN OF AT LEAST 1 -l/2- INCHES SHALL BE PROVIDED AT A POINT 12 INCHES FROM WHERE THE TREAD IS THE NARROWEST. THE RISE SHALL BE SUFFICIENT TO PROVIDE 5 FOOT 6 INCH HEADROOM. T1-4E RISE SHALL NOT EXCEED 9 -1/2 INCHE5. THE WIDTH OF HALLWAYS 514ALL BE DETERMINED AS SPECIFIED IN SECTION 10031.3, BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES, EXCPT A5 SPECIFIED HEREIN. HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. 100433.2. DOORS, W1-4N FULLY OPENED, AND HANDRAILS SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 1 INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN NONE HALF. OTHER NONSTRUCTURAL PROJECTIONS SUCH A5 TRIM AND SIMILAR DECORATIVE FEATURES MAY PROJECT INTO THE REQUIRED WIDTH 1 I/2 INCHES FROM EACH SIDE. SAFETY GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING AND SHALL BE PROVIDED WITH SAFETY GLAZING 1) GLAZING IN INGRESS AN EGRESS DOORS EXCEPT JALOUSIE. 2) GLAZING IN FIXED PANELS AND SLIDING OR SWINGING PANELS OF SLIDING OR SWINGING TYPE DOORS OTHER THAN WARDROBE DOORS. 3) GLAZING IN STORM DOORS. 4) GLAZING IN ALL UNFRAMED SWINGING DOORS. 5) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THES COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES ABOVE A STANDING SURGAGE AND DRAIN INLET. 5) GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER vERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING I5 LESS THAN 60 INCES ABOVE THE WALKING SURFACE. 1) GLAZING IN FIXED OR OPERABLE PLANELS OTHER THAN T1-405E COVERED BY ITEM NUMBER 5 AND 6 WHICH HAVE A GLAZED AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWEST EDGE I5 LESS THAN 18 INCHES ABOVE THE FINISHED FLOOR OR TOP EDGE MORE THAN 36" ABOVE THE FLOOR LEvEL OR WALKING SURFACE WITHIN 36 INCHES OF SUCH GLAZING. IN LIEU OF SAGETY GLAZING, SUCH GLAZED PANELS MAY BE PROTECTED WITH A HORIZONTAL MEMBER NOT LESS THAN I -2 INCHES IN WIDTH WHIN LOCATED BETWEEN 34 AND 35 INCHES ABOVE THE WALKING SURFACE CAPABLE OF WITH STANDING 500 PER LIN, FT. WITHOUT CONTACTIONG THE GLASS. 8) GLAZING IN RAILINGS. REGARDLESS OF HEIGHT ABOVE THE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON - STRUCTURAL IN -FILL PANELS. 9) GLAZING IN WALLS AND FENCES USED A5 THE BARRIER FOR INOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: 1)TNE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE POOL SIDE OF THE GLAZING. 2) THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA WATERS EDGE. 10) GLAZING IN WALLS AT STAIRWAYS LANDINGS WITHIN THE WIDTH OF THE STAIR AND WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 50 INCHES AE3OVE A WALKING SURGAGE SEE EXCEPTIONS WAG 51 -40 -2400 VENTING SOURCE SPECIFIC EXHAUST VENTILATION IS REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM. INDOOR SWIMMING POOL, SPA, AND OTER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR IS PRODUCED. SEE TABLE 3 -1 BELOW. vIA SECTION 3022.1. TABLE 3 -1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS INTERMITTENTLY OPERATING BATHROOMS LAUNDRY KITCHEN 50 CFM 100 CFM CONTINUOUS OPERATION 20 CFM 25 CFM SOURCE SPECIFIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS IN SYSTEMS WHICH ARE DESIGNED TO OPERATE INTERMITTENTLY SHALL BE EQUIPPED WITH vACK -DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R -4. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK, TERMINAL ELEMENTS FOR EXHAUST FAN DUCT SYSTEMS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM EN-RY BY LEAVES OR OTHER MATERIAL. VIA SECTION 3022.3 SEE TABLE 3 -3 BELOW FOR PRESCRIPTIVE EXHAUST DUCT SIZING. TABLE 3 -3 PRESCRIPTIVE EXHAUST DUCT SIZING FAN TESTED CFM 25 W.G. MINIMUM FLEX DIAMETER MAXIMUM LENGTH FEET MINIMUM SMOOTH DIAMETER MAXIMUM LENGTH FEET MAXIMUM ELBOWS 50 4 INCH 25 4 INCH 10 3 50 5 INCH 90 5 INCH 100 3 50 6 INCH NO LIMIT 6 INCH NO LIMIT 3 80 NA NA 4 INCH 20 3 80 5 INCH 15 5 INCH 100 3 80 6 INCH 90 6 INCH NO LIMIT 3 100 NA NA 5INCH 50 3 100 6 INCH 45 6 INCH NO LIMIT 3 125 6 INCH 15 6 INCH NO LIMIT 3 125 1 INCH 10 1 INCH NO LIMIT 3 (.FOR EACH ADDITIONAL ELBOW SUBTRACT 10 FEET FROM LENGTH. DOMESTIC RANGE VENTS: DUCTS USED FOR DOMESTIC KITCHEN RANGE VENTILATION 5HALL BE OF METAL AND SHALL NAVE SMOOTH INTERIOR SURFACES. UMC SECTION 5042 DOMESTIC CLOTHES DRYER WHEN A COMPARTMENT OR SPACE FOR A DOMESTIC CLOTHES DRYER I5 PROVIDED, A MINIMUM 4 INCH DIAMETER MOISTURE EXHAUST DUCT OF APPROVED MATERIAL 5HALL BE INSTALLED IN ACCORDANCE WITH THIS SECTION AND SECTION 504. UMC SECTION 908.1. WHEN A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, A MINIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS. UMC SECTION 908.2. DOMESTIC CLOTHES DRYER MOISTURE EXHAUST DUCTS MUST BE METAL AND SHALL HAVE SMOOTH INTERIOR SURFACES. UMC SECTION 504.3. EXCEPTION: APPROVED FLEXIBLE CONNECTIONS NOT MORE THAN 5 -FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYEER EXHAUSTS. FLEXIBLE DUCT CONNECTION SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. MOISTURE EXHAUST DUCTS FOR DOMESTIC CLOTHES DRYER SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACK DRAFT DAMPER. SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. DUCTS FOR EXHAUSTING CLOTHES DRYER SHALL NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR OTTER FASTENERS WHICH WILL OBSTRUCT THE FLOW. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL NOT BE CONNECTED TO A GAS VENT CONNECTOR, GAS VENT OR CHIMNEY. CLOTHES DRYER MOISTURE EXHAUST DUCTS 5HALL NOT EXTEND INTO OR THROUGH DUCTS OR PLENUM. UMC SECTION 5043.1. STATE AMENDMENT: CLOTHES DRYER EXHAUST DUCTS SHALL BE PROTECTED BY A STEEL PLATE OR CLIP NOT LESS THAN ,6 INCH IN THICKNESS AND OF SUFFICIENT WIDTH TO FULLY PROTECT THE DUCT. PLATES OR CLIPS SHALL BE PLACED ON THE FINISHED FACE OF ALL FRAMING MEMBERS WHICH THE CLOTHES DRYER EXHAUST DUCT PASSES THROUGH WHEN THERE IS LESS THAN I -4 INCH CLIPS SHALL ALSO BE PLACED WHERE NAILS OR SCREWS FROM FINISH OR OTHER WORK ARE LIKELY TO PENETRATE TI4E CLOTHES DRYER EXHAUST DUCT. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPROVED BY THE BUILDING OFFICIAL, DOMESTIC DRYER MOISTURE EXXNAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 -FEET, INCLUDING TWO 90- DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90- DEGREE ELBOWW IN EXCESS OF TWO. UMC SECTION 504.3.2. WHOLE I -LOUSE VENTILATION: EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION SYSTEM W1-11C1-1 SHALL BE CAPABLE OF PROVIDING THE VOLUME OF OUTDOOR AIR SPECIFIED IN TABLE 3 -2 UNDER NORMAL OPERATION CONDITIONS. VIA SECTION 302.3.1. TABLE 3 -2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES AND LESS" MINIMUM AND MAXIMUM VENTILATION RATES: CUBIC FEET PER MINUTE (GEM) FLOOR AREA FT2 MIN. SMOOTH DUCT DIAMETER MIN. FLEXIBLE DUCT DIAMETER MAXIMUM, LENGTH MAXIMUM NUMBER OF ELBOWS2 BEDROOMS 6" T 20' I OR LESS 3 T 8" 4 5 115 - 115 6 10" 1 3 8 9" (500 MIN. 50 MAX. 15 MIN. 65 MAX, 98 MIN. SO MAX. 120 MIN. 95 MAX. 143 MIN. 110 MAX. 165 MIN. 125 MAX. 188 MIN. 140 MAX. 210 501 -1000 55 83 10 105 85 128 100 150 115 113 130 195 145 218 1001 -1500 60 90 15 113 90 135 105 158 130 180 135 203 150 225 501-2000 56 98 80 120 95 143 110 165 125 188 140 210 155 233 2001 -2500 10 105 85 128 100 150 115 113 130 195 145 218 ` 160 240 2501 -3000 15 113 90 135 105 158 120 180 135 203 ' 150 225 165 248 3001 -3500 80 120 95 143 110 165 125 188 140 210 - 155 233 110 255 3501 -4000 85 12S 100 150 115 113 130 195 145 218 ', - 160 240 115 263 4001 -5000 95 143 110 165 125 188 140 210 155 233 110 255 185 218 5001 -6000 I05 158 120 180 135 203 150 225 165 248 ISO 210 195 293 6001 -1000 115 113 130 195 145 218 160 240 115 263 190 285 205 308 1001 -8000 125 188 140 210 155 233 110 255 • 185 218 200 300 215 232 8001 -9000 135 203 150 225 165 248 180 210 I95 293 210 315 225 33S >9000 145 21S 160 240 115 263 190 285 205 308 220 330 235 353 'FOR RESIDENCES THAT EXCEED 5 BEDROOMS, INCREASE THE MINIMUM REQUIREMENTS LISTED FOR 8 BEDROOM BY AN ADDITIONAL 15 CFM ,PER BEDROOM. THE MAXIMUM CFM IS EQUAL TO 1.5 TIMES THE MINIMUM. INTERMITTENTLY OPERATED WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONSTRUCTED TO HAVE THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL NAVE BOTH A MANUAL CONTROL AND AN AUTOMATIC CONTROL, SUCH AS A CLOCK TIMER AT THE TIME OF FINAL INSPECTION THE AUTOMATIC CONTROL TIMER SHALL BE SET TO OPERATE THE WHOLE HOUSE FAN FOR AT LEAST EIGHT HOURS PER DAY. WHOLE NOUS FANS LOCATED FOUR FEET AND LESS FROM THE INTERIOR GRILLE SHALL HAVE A ZONE RATING OF 1.5 OR LESS MEASURED AT 0.1 INCHE5 WATER GAUGE. REMOTELY MOUNTED FANS SHALL BE ACOUSTICALLY ISOLATED FROM THE STRRCTURAL ELEMENTS OF THE BUILDING AND FROM ATTACHED DUCT WORK USING INSULATED FLEXIBLE DUCT OR OTHER APPROVED MATERIAL. OUTDOOR AIR SHALL BE DISTRIBUTED TO SUCH AS INDIVIDUAL INLETS, SEPARAT SYSTEM. WHERE OUTDOOR AIRL SUP POINTS BY DOORS, PROVISIONS 5 INSTALLATION OF DISTRIBUTION D OF GRILLS, TRANSOMS OR SIMIL INTERNATIONAL RESIDENTIAL G ONE HALF INCH ABOVE THE SU INDIVIDUAL ROOM OUTDOOR Al (1) BE CONTROLLABLE AND SEC THROUGH A WALL OR WINDOW SO PROPERTY. OOM BY MEANS ED AIR HAUST OW 57 TION 'ROME DESIGNERS INTEGRATED FORCED AIR VENTILATION ~�►a.. ' L� k l ' D OUTDOOR AIR INLET DUCT CONNECTIONG A TERMINAL OUTSIDE OF THE BUILDING (SIZED IN TABLE 3 -5) TO THE RETURN AIR PLENUM OF THE FORCED -AIR SYSTEM, AT A POINT WITHIN FOUR FEET UPSTREAM OF THE AIR HANDLER, AND BE EQUIPPED WITH ONE OF THE FOLLOWING: (1) A MOTORIZED DAMPER CONNECTED TO THE WHOLE HOUSE VENTILATION SYSTEM (2) A MANUAL DAMPER INSTALLE DAND SET TO MEET MEASURED FLOW RATES AS SPECIFIED IN TABLE 3 -2 REQUIRED FLOW (CFM) PER TABLE 3 -2 MIN. SMOOTH DUCT DIAMETER MIN. FLEXIBLE DUCT DIAMETER MAXIMUM, LENGTH MAXIMUM NUMBER OF ELBOWS2 50 - SO 6" T 20' 3 80 - 125 T 8" 20' 3 115 - 115 8" 10" 20' 3 110 - 240 9" II" 20' 3 I. FOR LENGTHS OVER 20 FEET INCREASE DUCT DIAMETER I INCH. 2. FOR ELBOWS NUMBERING MORE THAN 3 INCREASE DUCT DIAMETER 1 INCH. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY INSECTS, LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED 50 AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: A) CLOSER THAN 10 FEET FROM AND APPLIENCE VENT OUTLET UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. B) WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE vAPOR. 0) A HAZORDOUS OR UNSANITARY LOCATION. D) A ROOM OR SPACE CONTAINING ANY FUE BURNING APPLIANCES THEREIN. E) CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS NE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. F) ATTIC, CRAWL SPACES OR GARAGES. REVIEWED FOR ODE COMPLIANCE APPROVED ►JUN 2 6 2012 City o &Tukwila BUILDING DIVISION Ili et errYIS LA MAY' 0 7 2012 PERMIT CENTER PAYMENT OF USES FEE IS DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION B- "t,9,NY METHOD OF ALL OR PORTIO N 'OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP IS STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON TH19 SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. re inj 41) soma i a) WINNIa a) C ft 2 co W Oa C M CY) a) 0 Sala Q fal -C) Ces012 L. m w O gr Oa < a W ce a eN In in in co oo rei Lo N N oU- 0 1'7°1 P..mw w ko CA CZ) i ri gi cv, ETA% g c r_21 CI f :-'; Mw W BY: DATE: 4/25/12 CHECKED: B.T. SHEET NO. Al JOB NO. O-SD77j EXISTING ROOF REMAIN EXISTING SIDING REMAIN 1) SIDING EXISTING PROPOSED BAST ELEVI4TION 5' -6' / EXISTING 5040 9 0 EXIST. WINDOW W IvTO) EXISTING PATIO LANDING EXIST. WINDOW ING EN EXISTING DINING EXISTING LIVING RM. EXIST. WINDOW EXISTING ENTRY EXISTING PORCH L EXISTING $ATN RM CLOSET LINEN U C.� EXISTING NALL CLOSET EXISTING SEDRM *3 EXISTING BEDRM *1 CLOSET EXISTING 3EDRM *2 EXIST. WINDOW 18' -4' 34' -10' EXISTINC FLOOR PLAN SCALE: 1/4" = 1' -0" EXIST. WINDOW SCALE: 1/4" = 1' -0" EXISTING ROOF 12 `'EXISTING NEW 36 "X36" LANDING MIN. EXI5TINC SOUTH ELEVATION PLAN KEY WALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN 7/Tz/ EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED NEW DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED \ 5' -0' 3' -0' EXISTING PATIO 36 "X36" MIN LANDING EXISTING STORAGE DN GRADE EXISTING DN W IvTO) 3' -4' SCALE: 1/4" = 1' -0" EXIST. WINDOW 1 1 EXISTING KITCHEN 2455 NEW CONST. WALL NB) TYPICAL INOB$Y RM. NEW 2X SUB -FLOOR OVER EXISTING SLAB OPEN NEW DOOR 36 "x36" � PATIO LANDING 1NEW 3068 A — EXISTING WALL TO REMAIN TIP. 16' -6° DN I -STEP EXISTING \\ 2 „��CC33 � \ 1AT�I -MIN.' \ L r ter` oes et. - REPRODUCTION • •®q OF THESE PLANS BY • ANY MEANS IS PROHIBITED •• tt Y FEDERAL LAW. VIOLATIONS . RE PUNISHABLE BY FINES UPI, COUNCIL • OF PUBLISHING • I HOME DESIGNERS • vJ 0 $150,000 PER OFFENSE. • "' /� :• CALL THE DESIGNER TO , XIS4-. 1 0��. •• . LEGAL s 18' -4' EXISTING PORCH \ \ 34' -10' PROPOSED FLOOR PLAN TYPICAL NOTE: - ALL DOOR /WINDOW HEADERS TO BE 6X8 DF #2 AT 2X6 BEARING WALLS , U.N.Q. - WINDOW HEADERS AT 6' -8" ABOVE SUB FLOOR U.N.O. - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. - INTERIOR PARTITIONS TO BE 2 X 4 AT 16" O.C. (2X6 @ PLUMBING WALLS, U.N.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) CONSTRUCTION NOTE: * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. SCALE: 1/4" EVIEWED FOR E COMPLIANCE APPROVED IJUN 2 6 2012 \ \ City of. Tukwila LDING DIVISION R & . CITY LA MAY' 0 7 2012 w 1- Q `0 PAYMENT OF U5E5 FEE 15 DUE TO NE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE W1T14 FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP 15 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS 51-1EET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: ri.040 //) wm•a_ ., mom AQ, w C ft . E5)C CD W CND 2 M • Fl firma Q 1E1 -0 Glom L_ o z 0 ot arailx p 0E z Ras r4 —4 cp4 c::) g; �i W c� w \ o E•- " 2\11 � Wo6j a W a BY: M.V.S. DATE: 11/03/10 CHECKED: B.T. SHEET NO. A2 JOB NO. PERMIT CENTER +� O-S0721 2XS BLOCKING 0 16" O.C. W/ 3 -10d NAILS PER BLOCK 2X5 0 16" O.C. 3/4" PLYWOOD W/ Sd 0 6" O.G. EDGE NAILS 1 1- EXISTING SLAB 1 2x4 PRESSURE TREATED SILL PLATE W/ SIMPSON PDPW -300 a 24" O.C. °CONNECTION AT EXISTING R -30 INSULATION 2XS 0 16' O.G. W/ SUS -FLOOR W/ 8d NAILS 16' -6° P NEW PATIO 36'X36" MIN. LANDING PLEASE PROVIDE MOISTER BARRIER OR 6 MIL PLAS. vAP. BARRIER UNDER SUBFLOOR AREA (2) 2XS A (2) 2X8 A R-30 INSULATION x L_ 2X5 0 16' 0.G. FLOOR JOIST OvER EXISTING SLAB W/ 3/4" PLYWOOp apt �I °I w xl Iu 17-11 I PROVIDED 1 GALVENIZE V%V1F s - EXISTING SLAB HT. 00 LL 1 2XS P.T. LEDGER UJ/ 1 2 -ROW 16d NAILS 0 12" O.G. 1 W/ 1 4U524 HANGER ©NU ADDITION TO EXISTING L_ s 1 2X -LEDGE (2) 16d NAILIS PER STUDS GALVENIZE NAILS EXISTING \\ SLA3 ON CH AD1= EXISTING CRAWL SPACE i 7 L_ 2SC5BCOCKING 0 16' O.C. POFOSW FOUNP4TION PLAN 1 EXISTING 1 PORCH L \ 2X8 0 16" O.G. UJ/ SUS -FLOOR W/ 8d NAILS i I I I I 1 ®NEW ADDITION TO EXISTING WALL EXISTING SLAB 2X5 P.T. LEDGER W/ HU524 HANGER ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS PROVIDE SOLID BLOCKING OVER SUPPORTS ALL FOOTINGS TO REST ON UNDISTURBED SOIL PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL CONSTRUCTION NOTE: SCALE: 1 /4" = 1 '- 0" EXIST. HDR EXIST. HDR EXISTING ROOF FRAMING TO REMAIN EXISTING R1'GE LINE EXISTING \\ ROOF FRAMING TO \\ REMAIN EXISTING \ 2 "X 6 "�1 \ I47Ic MIN.1 \ EXI 'TING RIDGE LINE x w o EXIST. HDR }EXIST. HDRF.._ PROPOSED ROOF F4NINC PLAN EXISTING F -VX(.H ALL BEAMS AND HEADERS TO BE 6X8 DF #2 AT BEARING WALLS, U.N.O. SHADED AREAS INDICATE OVERFRAMING, 2X6 @ 24" O.C., U.N.O. BEARING WALLS ARE INDICATED AS SHADED WALLS PROVIDE VENTED BLOCKING AT REQUIRED TRUSS /RAFTER BAYS ALL MANUFACTURED TRUSSES: * SHALL NOT BE FIELD ALTERED WITHOUT ENGINEER'S APPROVAL * SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION * SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFICATION * SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSS IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE TRUSS SUPPLIER, THAT TRUSS LAYOUT SHALL SUPERCEDE THE TRUSS LAYOUT INDICATED IN THE PLANS. PROVIDE TRUSS LAYOUT AND SPECS ON SITE FOR INSPECTION. El PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.0.) SCALE: 1 /4" = 1' —O" R -35 INSULATION R -21 INSULATION • REFER TO DETAIL ►9 y �i� i ti 99 iti�i9 y ti r9 y 9 y9� i NIA PL \ \ T -0' MIN. FOR CE SUB FL.. 111 -1 I I —I 1 I— 111 -1 11 -111 =11 EXISTING SLAB WALL SECTION AT G44GE $° MIN. HEADROOM 1 1/4" DIA. MIN. HANDRAIL HANDRAIL TO BE CONTINUOS FOR FULL LENGTH OF FLIGHT 8311.5.6.2 BALUSTERS TO CONFORM TO IRC. SEC. 83122 3/4° MIN-114' MAX NOSING N.T.S. 0 0 10" MIN. TREAD 2X4 THRUST BLOCK BELOW STAIR INSTALL 1/2' GWB CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING 0 MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS I5 UNFINISHED INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 41/2' INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R3I1.5.1 8 83012 - LIGHTING 15 REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303b - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4' SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION 8312.2 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION 8311.5.1 - STAIR 4 STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36' 1311/2' CLEAR IF ONE HANDRAIL, 4 21' CLEAR IF 2 HANDRAILS. IRC SECTION R311.5.I - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 946'. THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 11/2'. ��,.- -".•,,i ,,k 8311.5.33 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BED ! f�` . IRC SECTION 8311.5.3.142 r% S - NOSING IS NOT REQUIRED FOR STAIRS WITH TRE��o Sb1'Idl BYee�r��� ■ IRC SECTION 8311.5.33 / EXTERIOR STAIR NOTES: / • / �. •ARE - EXTERIOR STAIR LIGHTING AT TOP LANDING ��ITH s • IRC SECTION 8303.6 4 8303.6.1 - A MAXIMUM SLOPE OF 1:48(2%) IS REQUIRED !'''N�• FOR DRAINAGE. IRC SECTION 8311.5.5 ,► BY •' • ' PUNISHABLE $Y F'iN�S UP • 1e `� 'r* : •IL}E DWE i.ING. OF PUBLism s TO 1$150 000 PER 1 E`SE. • 0 OF • VIWI • • '►ILK :: . ,_ INTERIOR WINDER STAIR NOTES: ,` '9 •• OF THIS PLAN. • " �, ir - WINDER TREADS ARE REQUIRED TO HAVE A MINI '1► s A. P D6F3TA Oq• QE GE. IRC SECTION R311.5.32 '\ !L. G L S - WINDER TREAD DEPTH OF 10' WITH IN 12' OF NE INSID . ;., 1... 11.5.3.2 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC 83115.4 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R3I1.5.4 STAIR DETAIL NOT TO SCALE 1�1.11- lye * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. REVIEWED FOR CODE APPR4VED CE JUN26 2012 CIty of Tukwila BUILDING DIVISION ci4KEVALA MAY' 0 7 2012 PERM{ t CENTER W 1- Q PAYMENT OF USES FEE 15 DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP I5 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: co co LC) to ii 0300 PA IA N N 0 IA- W a rwil a Cri"k2 I:4 ..7)1 0 /65 rx.1 C � tBY: DATE: 11/03/10 CHECKED: B. T. SHEET NO. A3 3 JOB NO. 1O-SD77