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HomeMy WebLinkAboutPermit D13-213 - MCCULLUM RESIDENCE - REMODELMcCULLUM RESIDENCE 14015 35 AVE S D13-213 City olgiukwila 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.: 1523049118 Address: 14015 35 AV S TUKW Suite No: Project Name: MCCULLUM RESIDENCE DEVELOPMENT PERMIT Permit Number: D13-213 Issue Date: 07/01/2013 Permit Expires On: 12/28/2013 Owner: Name: HARRISON JOSEPH H Address: 491 W ELSON RD , SHELTON WA 98584 Contact Person: Name: BEN TRAN Address: 35109 PACIFIC HY S , FEDERAL WAY WA 98003 Contractor: Name: THE RESIDENTIAL GROUP LLC Address: 35109 PACIFIC HIGHWAY S , FEDERAL WAY WA 98003 Contractor License No: RESIDRG918MN Lender: Name: SELF FUNDED - STEWART MCCULLUM Address: Phone: 253-583-4414 Phone: (253)835-1516 Expiration Date: 07/20/2013 DESCRIPTION OF WORK: INTERIOR REMODEL TO CREATE A SECOND BEDROOM Value of Construction: $30,000.00 Fees Collected: $1,092.10 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0022 Electrical Service Provided by: SEATTLE CITY LIGHT **continued on next page** doc: IBC -7/10 D13-213 Printed: 07-01-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 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: a -2/6 //_3 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 ,• f ork. 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 CONDMONS*** 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: IBC -7/10 D13-213 Printed: 07-01-2013 sewer connections, and properly fill or otha protect all basements, cellars, septic tanklls, and other excavations. Final inspection approval will etermined by the building inspector based tisfactory 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: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: 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 D13-213 Printed: 07-01-2013 CITY OF TUKile A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per. No. b t ) (3 Project No. Date Application Accepted: (p--(7 - (3 Date Application Expires: t)-- - ( 1 15 (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: 3914/1 e; King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes PROPERTY OWNER Name: 1 Name: (7(��'o y/ltc,„ (../1, IAI 0 vv\. Address: City: .--F.6.00 „� . City: State: Zip: CONTACT PERSON — person receiving all project communication Name: 1 �jt , Address: . i ©q• 12464 rec.., ; f/� ( gp, ici City: .--F.6.00 „� . I�,Stat n Zip: rzo Phone: C.z.te.,) x: -)j A � `rC�TSIU Email: - tom i4 tt4e. ci2 7 GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: Address: . C7( (%' of 0 l r/C.. - #((36'iLIl- City: ..tep JA rU State: w Zip: 7 se 6 Address: Email: 1 t / 1 ��T x.17 ,e �e t �-�'1-f.'7' �C (tel f ex j9 City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H \Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12 docx Revised: February 2012 bh ARCHITECT OF RECORD ,,, [ Company Name: T � 1p,F • i p f STV f /` Architect Name: Address: . C7( (%' of 0 l r/C.. - #((36'iLIl- City: ..tep JA rU State: w Zip: 7 se 6 Phone:50 ,_ 5...5r� ^f+ Fax: ' ��j1' Email: 1 t / 1 ��T x.17 ,e �e t �-�'1-f.'7' �C (tel f ex j9 ENGINEER OF RECORD Name: yoyyo- �'Q/AJLAddress:v 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: yoyyo- �'Q/AJLAddress:v City: State: Zip: Page 1 of 4 1BUILDING PERMIT INFORM'ATII g4131=3"670 TSIL Valuation of Project (contractor's bid price): $ A 600 er Existing Building Valuation: $ 1t 000 ~- Describe the scope of work (please provide detailed information): f c\ O'2 -V M OV rt4 i c o d L A (24 ibrOP-4W1 Will there be new rack storage? ❑ .... Yes A.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): '5 L0 Floor area of principal dwelling: 1-4v 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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\2012 Applications\Perma Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 1 Existing Interior Remodel Addif,., , Existing Structure New ; •. ,• Type of -. Construction per', * IBC :Type of Occupancy per ' IBC :est Floor /4 ` '� ✓ - `l P r- 2nd Floor ' 3rdtFloor 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): '5 L0 Floor area of principal dwelling: 1-4v 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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\2012 Applications\Perma Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 1 PERMIT APPLICATION NOTES • 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 Signature: Print Name: AUTIRO IZED AGENT: Mailing Address: 9/1/p9 ? 1C. H6Y/k'v H:Wpplications\Forms-Applications On Line \20I2 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: ,g-15-13 Day Telephone: 55'"-63S- I51 -C> kii City State Zip Page 4 of 4 PUBLIC WORKS PERMIT;rINF( 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 ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑ ... Highline ❑ ...Valley View 0...Renton ❑ ...Sewer Availability Provided ❑... Renton ❑... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size -22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ ...Geotechnical Report O ...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0...Storm Drainage ❑ .. Sanitary Side Sewer 0...Abandon Septic Tank 0...Grease Interceptor ❑ .. Cap or Remove Utilities 0...Curb Cut 0... Channelization ❑ .. Frontage Improvements 0... Pavement Cut 0...Trench Excavation ❑ .. Traffic Control 0...Looped Fire Line 0...Utility Undergrounding 0 .. Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) " WO # . (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # 0 .. Water Only Meter Size 71 WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 Parcel No.: Address: Suite No: Applicant: 40 • 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.gov 1523049118 14015 35 AV S TUKW MCCULLUM RESIDENCE RECEIPT Permit Number: Status: Applied Date: Issue Date: D13-213 ISSUED 06/17/2013 07/01/2013 Receipt No.: R13-02039 Initials: User ID: LAW 1632 Payment Amount: $663.65 Payment Date: 07/01/2013 04:06 PM Balance: $0.00 Payee: THE RESIDENTIAL GROUP LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10131 RD Pmts Re -Dist OP Authorization No. ACCOUNT ITEM LIST: Description 663.65 Account Code .00 Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 640.237.114 Total: $663.65 659.15 -428.45 428.45 4.50 .dnn• Ccnnin/_na Printed 07-01-2013 • 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.gov RECEIPT Parcel No.: 1523049118 Permit Number: D13-213 Address: 14015 35 AV S TUKW Status: PENDING Suite No: Applied Date: 06/17/2013 Applicant: MCCULLUM RESIDENCE Issue Date: Receipt No.: R13-01899 Payment Amount: $428.45 Initials: WER Payment Date: 06/17/2013 03:32 PM User ID: 1655 Balance: $663.65 Payee: THE RESIDENTIAL GROUP LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10118 428.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 428.45 Total: $428.45 Printed: 06-17-2013 INSPECTION RECORD Retain a copy with permit t 3 -at 3 INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-367 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Pro'eot t" 0(42-1{)ak1 Qes„ Type of Inspection: i,..)Ai, .. Address: 1 Li 0I 5 RS r✓h) Date Called: Special Instructions: Date Wanted:m. I_ (LI- 1L.' 1:tri' Requester: Phone No: Orf,- gLiz - So7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: -) rove<<, Date: 1- - 114 n -EI SPECTION FEE REQUIRED. Prior to next inspection, fee must be i at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION. RECORD Retain a copy with permit 13 -2 E CT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300Southcenter Blvd., #100,. Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prpj ct: / ! 6 ice: t(ti.1 M K 5 Typ f Inspection: {k- M �1 � Address: 1-• ` ! Q (5 35 Alffr Date Called: Special Instructions: - 0 Zig E(6,.....1- AF ?J ` rey Date Wanted: (1�!' sa_ m_ Req ester: Phle NO 2 vo. ElApproved per applicable` codes. rrections required prior -to approval: COMMENTS: K1 T) 0 S Tri 6-A- c,® rre c.. -T ,©( 2, (Nee Ak&P. L erg;mf- r- A v re co v lamc-.$ a A -,n .. (1.1): ` r Ct( b e `---r � nS P r Aftt r A C( P f rP' n M T, / k r ARi e a end r -o r p\JP,e la .✓t-Pr4 y ,4 ✓� 4) Di�-," 130._14) (›t0 ' oeY e9 o N _ vire Date: REINSPECTION FEEREQ`UIRED.P Ir or tonext inspection, fee must be paid at 6300 Southcente'r Blvd.. Suite 100. Call to schedule reinspection. nspector: INSPECTION RECORD Retain a.copy with permit_ INSPECTION NO. 1) 13 -L PERMIT NO. " CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj ct:Type MC Cu I1Akt S of Inspection: loofSC e_ivit. Address -0 1 5 _` `7"t-!�1 i� `? V Date Called: Special Instructions: Date Wanted: a.m. 0 —(0 —13 p.m. Requester: Phone NA. 20 -?1 2-0 07 Approved per applicable codes. Corrections required prior to approval. COMMENTS: hV G Jer (2-0 ) (spector: ) Date:itOr /O / 3 n REINSPECTION FEE REQUIRED. P for 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. PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION 67 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro'e t: , Type of Inspection' Address: 14o (_S c A'i Date Called: Special Instructions: Date Wanted: ,%.- a.m.. , p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: r,1 we A Ai c.) A ,: A-17 Tut er A-Ic ti. e Inspector: (} Dat 17 REINSPECTION FEE R MED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /3-5- 0/3._ 3-s-0/3- aye, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Fire Alarm: Type of Inspection: Monitor: Address: S3 S Suite #: S ,L A L Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: , b 5-1-aA,as Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:,i ,. <`,l _,.., (7___ Date: f/2(--// 2 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 likERMiT COORS COP PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D1.3-213 DATE: PROJECT NAME: McCULLUM RESIDENCE SITE ADDRESS: 14015 35 AV S X Original Plan Submittal _ 06-17-13 Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued EPART ENTS: c, (r) -1— u ding iv'sion 41 Zic W r s Fire Prevention Structural ❑ 10/\ /A- b-se(9 r" Planning Division I Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06-18-13 Not Applicable Comments: Permit Center:Use On1 INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07-16-13 Approved ❑ Approved with Conditions K Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center. Use.Only_ CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Printer Friendly Page General/Specialty Contractor A business registered as a construction contractor with L&I 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 THE RESIDENTIAL GROUP LLC UBI No. 602774484 Phone 2538351516 Status Active Address 35109 Pacific Highway S License No. RESIDRG918MN Suite/Apt. License Type Construction Contractor City Federal Way Effective Date 7/15/2009 State WA Expiration Date 7/20/2013 Zip 98003 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date TRAN, BINH THAN Partner/Member 07/15/2009 Bond Amount 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 3 Lexon Ins Co 9806599 07/09/2011 Until Cancelled $12,000.00 07/06/2011 2 STATE FARM FIRE & CAS CO 98BFS2797 06/09/2010 Until Cancelled 09/18/2011 $12,000.0006/17/2010 07/11/2011 1 American Contractors Indem CO 100089348 07/15/2009 Until Cancelled 08/06/2010 $12,000.0007/15/2009 07/06/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 Nevada Capital Ins Co 77 -NPP -4- 020543 07/09/2011 07/09/2013 $1,000,000.00 07/09/2012 5 Nevada Capital Ins Co 77 -NPP -4- 020543 07/09/2011 07/09/2012 $300,000.00 07/11/2011 4 Nevada Capital Ins Co NCIC-00 05133 07/09/2011 07/09/2012 $300,000.00 07/06/2011 3 state farm general insurance c 98bje2989f 07/09/2010 07/09/2011 $250,000.00 09/13/2010 2 STATE FARM FIRE Et CAS CO 98BJE2989 07/09/2010 07/09/2011 08/19/2010 $250,000.00 06/03/2010 1 STATE FARM FIRE & CAS CO 98BFC1543 07/09/2009 07/09/2010 $250,000.00 07/15/2009 Summons/Complaint Information Cause County Complaint Judgment Status Payment Paid By 13-2-04408-1KNT SHERWIN WILLIAMS CO InterPlead: No KING Date: 02/05/2013 Amount: $4,437.73 Bond(s): 9806599 Date: Amount: $0.00 Dismissed Date: Amount: httns://fortress.wa. aov/lni/bbin/Print. asnx 07/01/2013 3Sk4V a 14015 35TH AVE S, TUKWILA WA 98168 PARCEL VUM3E1593049118 EXISTING TREE TO REMAIN 5' BSBL r) 1 N 150.00' + - EXISTING GARAGE 12' 22' EXISTING TREE TO REMAIN N L_ FILEC PY 3 Pernf Na Plan review approval Is subjiiIIIIMMUSedislidons. Approval of sonMnraMon dome* lbosect aulkodze ofthcaprovedtiolagonf odnenaisadmaiedpitasedist LAY,,LA. Date: LOT INFO. LOT AREA = 5510 BUILDING COVERAGE PAVEMENT COVERAGE _ TOTAL COVERAGE = 1 OR 27.88% APP BUILDING 8c PAVEMENT EXISTING CONC. DRIVEWAY new patio L_ EXISTING HOME INTERIOR REMODEL 1 1 J 32' SQ.FT. 1041 SQ.FT. 495 SQ.FT. 536 SQ.FT. ROX. COVERAGE 35' tt City Of'titicwri� BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will rMgyires new plan submittal and may include additional plan review fees. 1 150.00' + - LEGAL 3- SCIPTIO \: CLAREMONT REPLAT POR BLKS 4 TO 6 LOT 1 BLK 4 ALSO LOT 2 BLK 4 CLAREMONT SEPARATE PERMIT REQUIRED FOR: inetifienica DrEscuted ['Plumbing Ceras Pip ng City of Tukwila BUILDING DIVISION NOS W F- 1 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 BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP IS 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: REVIEWED FOR CODE COMPLIANCE APPROVED 1JUN242013 \l/g- City of Tukwila BUILDING DIVISION s04 cP .0 of THESE PLANS BY "0. e ANDY- MEANS IS PROH{BITE ° 3 NY FEDE',RAI. LA�\W, VIOI_J\ I lil)'��_ ARE: PPUN1SHA13LE BY i INNS F Piik31.�<s,9 �9 7.-, RECEIVED CITY OF TUKWILA JUN 17 2013 PERMIT CENTER • 6, X) $150,400 PER OFFERER OFFEN_sl-- VAIL IttEWINER f( ; tem 111E.CM_ Cs`Y-ir;: - R,. RIS AM!: 3 PREPARED FOR: I BY: A.H. D ATE: CHECKED: SHEET NO. SITE PLAN JOB NO. P 3-34AE, GENERAL NOTES: CODES: DESIGN 15 IN ACCORDANCE WITH THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY TI -1E 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 IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 1500 PSF. EXTERIOR FOOTING SHALL BEAR IS' 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 VEARING ON OR INSTALLED WITHIN I -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 HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 50 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 IS 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 -INCH FIRE CLAY (OR EQUIVALENT) PER IRC. FLUE AREA SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, 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 -Z INCH CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6 -INCHES ABOVE BATT INSULATION. BAFFLES TO EXTEND 12 -INCHES ABOVE LOOSE FILL 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 -I0 INSULATION UNDER ELECTRIC WATER HEATERS. I. 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 SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.13 SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH 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 IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8 -INCHES AND GAPS BETWEEN THE FACING AND THE FRAMING SHALL NOT EXCEED INCH. A GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OF EQUIVALENT SHALL BE 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 340 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. °CLIMATE ZONE I' TABLE 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP 'R' OCCUPANCY OPTION Glazing area10 % of' Floor Glazing U -Factor Door 9 -U- VALUE 2 Ceiling vaulted 3 Ceiling Wall 12 Above Grade Wall Int. Below 4 Grade Wall Ext. Below 4 Grade 5 Floor Slab 6 On Grade vertical a Overhead 1501-3000 45 60 15 90 R-49 3001-4500 60 15 90 105 120 I 13% 0.34 0.50 0.20 OR R-38 R-21 Intl R -2I R -I0 R-30 R -I0 >1500 105 120 135 150 R-38 ADV. TB 2'-0' R-49 Z 25% 032 0.50 0.20 OR R-38 R-21 Intl R-21 R -I0 R-30 R -I0 R-38 ADV. TB 2'-0' R-49 R-30/ R-10 UNLIMITED 0.30 0.50 0.20 OR R-38 R-21 Intl R-21 R-10 2'_0° R-38 TB U=0.029 ADV. WHOLE DOUSE VENTILATION: EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING THE VOLUME OF OUTDOOR AIR SPECIFIED IN TABLE 3-2 UNDER NORMAL OPERATION CONDITIONS. VIA MI508.2 TABLE MI508.2 MINIMUM VENTILATION RATES (CONTINUOUSLY OPERATING SYSTEMS) FLOOR AREA, FT2 BEDROOMS I OR LESS 2-3 4-5 6-1 >1 (1500 30 45 60 15 90 1501-3000 45 60 15 90 105 3001-4500 60 15 90 105 120 4501-6000 15 90 105 120 135 6001-1500 90 105 120 135 150 >1500 105 120 135 150 165 FOOTNOTES FROM TABLE 6-I 0. NOMINAL R -VALUES ARE FOR WOOD FRAME ASSEMBLIES ONLY OR ASSEMBLIES ONLY OR ASSEMBLIES BUILT IN ACCORDANCE WITH SECTION 601.1 MINIMUM REQUIREMENTS FOR EACH OPTION LISTED. FOR EXAMPLE, IF A PROPOSED DESIGN HAS A GLAZING RATIO TO THE CONDITIONED FLOOR AREA OF 15%. IT SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF THE 25 GLAZING OPTION (OR HIGHER). PROPOSED DESIGNS WHICH CANNOT MEET THE SPECIFIC REQUIREMENTS OF A LISTED OPTION ABOVE MAY CALCULATE COMPLIANCE BY CHAPTER 4 OR 5 OF THIS CODE. 2. REQUIREMENT APPLIES TO ALL CEILING EXCEPT SINGLE RAFTER OR JOIST VAULTED CEILINGS. 'ADV' DENOTES ADVANCED FRAMED CEILING, COMPLYING WITH NOTE 03. 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. 6. REQUIRED SLAB PERIMETER INSULATION SHALL BE A WATER RESISTANT MATERIAL, MANUFACTURED FOR ITS INTENDED USE, AND INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SEE SECTION 602.4. 1. INT. DENOTES STANDARD FRAMING 16 -INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-5 INSULATION 8. RESERVED. 9. DOORS, INCLUDING ALL FIRE DOORS, SHALL BE ASSIGNED DEFAULT U -FACTORS FROM TABLE 10-6C 10. WHERE A MAXIMUM GLAZING AREA IS LISTED, THE TOTAL GLAZING AREA (COMBINED VERTICAL PLUS OVERHEAD) AS A PERCENT OF GROSS CONDITIONED FLOOR AREA SHALL BE LESS THAN OR EQUAL TO THAT VALUE. OVERHEAD GLAZING WITH U -FACTOR OF U=0.35 OR LESS IS NOT INCLUDED IN GLAZING AREA LIMITATIONS. II. 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. 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 MI5013 TABLE MI501.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREATO BE VENTILATED VENTILATION RATES KITCHEN 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMS LAUNDRY MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20CFM CONTINUOUS TABLE MI502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENTGH DRYER EXHAUST DUCT FITTING TYPE EQUIVALENT LENGTH 4 INCH RADIUS MITERED 45 DEGREE ELBOW 2 FEET 6 INCHES 4 INCH RADIUS MITERED 90 DEGREE ELBOW 5 FEET 6 INCH RADIUS MITERED 45 DEGREE ELBOW 1 FOOT 6 INCH RADIUS MITERED 90 DEGREE ELBOW I FOOR 9 INCHES 8 INCH RADIUS MITERED 45 DEGREE ELBOW I FOOT 8 INCH RADIUS MITERED 90 DEGREE ELBOW I FOOT 1 INCHES 10 INCH RADIUS MITERED 45 DEGREE ELBOW 9 INCHES 10 INCH RADIUS MITERED 90 DEGREE ELBOW I FOOT 6 INCHES TABLE MI601.I.1 (2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING DUCT SIZE MIN. THICKNESS (INCHES AND MM) EQUIVALENT GALVANIZED SHEET NO. MINIMUM THICKNESS ROUND DUCTS 4 ENCLOSED RECTANGULAR DUCTS 14 INCHES AND LESS 0.0151 (03950mm) 28 0.0115 16 AND 18 INCHES 0.0181 (0.4112mm) 26 0.018 20 INCHES AND OVER 0.0236 (0.60I0mm) 24 0.023 EXPOSED RECTANGULAR DUCTS 14 INCHES OR 0.0151 (0.3950mm) 28 0.0115 OVER 14 INCHES 0.0181 (0.4112mm) 26 0.018 SOURCE SPECIFIC VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. EXHAUST DUCTS IN SYSTEMS WHICH ARE DESIGNED TO OPERATE INTER1ITTENTLY 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 ENTRY BY LEAVES OR OTHER MATERIAL. VIA SECTION 302.23 SEE TABLE 3-3 BELOW FOR PRESCRIPTIVE EXHAUST DUCT SIZING. HEATING AND COOLING APPLIANCES LOCATED IN A GARAGE AND WHICH GENERATE A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE BAPOR SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 -INCHES ABOVE THE FLOOR SURFACE. FIRE DAMPERS NEED NOT BE INSTALLED IN AIR DUCTS PASSING THROUGH THE WALL, FLOOR OR CEILING SEPARATING A RESIDENCE (GROUP R, DIVISION 3 OCCUPANCY) FROM A GARAGE (GROUP M, DIVISION I OCCUPANCY). PROVIDED SUCH DUCTS WITHIN THE GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019 -INCHES (NO. 26 GALVANIZED SHEET GAUGE) AND HAVE NO OPENINGS INTO THE GARAGE PER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL FUEL GAS 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 SHALL 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 BW 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 GAS BENT SHALL TERMINATE PER THE INTERNATIONAL MECHANICAL CODE. A 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. STAIRS, LANDINGS, 4 I-IALLUJAYS: CIRCULAR STAIRWAYS CONFORMING TO THE REQUIREMENTS OF THIS 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, DIVISION I OCCUPANCIES. WINDING STAIRWAYS MAY BE USED IF THE REQUIRED WIDTHOF RUN IS 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 6 -INCHES AT ANY POINT. SPIRAL STAIRWAYS IN GROUP R, DIVISION 3 OCCUPANCIES AND IN PRIVATE STAIRWAYS WITHIN INDIVIDUAL UNITS OF GROUP R, DIVISION I OCCUPANCIES, SPIRAL STAIRWAYS MAY BE INSTALLED. SUCH STAIRWAYS MAY BE USED AS A REQUIRED MEANS OF EGRESS COMPONENT WHERE THE AREA SERVED IS LIMITED TO 400 SQUARE FEET. THE TREAD SHALL PRESENTA CLEAR WALKING AREA MEASURING AT LEAST 26 -INCHES FROM TH EOUTER EDGE OF THE SUPPORTING COLUMN TO THE INNER EDGE OF THE HANDRAIL. A RUN OF AT LEAST 1 -I/2 -INCHES SHALL BE PROVIDED AT A POINT 12 INCHES FROM WHERE THE TREAD IS THE NARROWEST. THE RISE SHALL BE SUFFICIENT TO PROVIDE 6 FOOT 6 INCH HEADROOM. THE RISE SHALL NOT EXCEED 9-1/2 INCHES. THE WIDTH OF HALLWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1003.23, BUT SUCH WIDTH SHALL NOT BE LESS THAN 44 INCHES, EXCPT AS SPECIFIED HEREIN. HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 SHALL NOT BE LESS THAN 36 INCHES IN WIDTH. 100433.2. DOORS, WHN 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 AS TRIM AND SIMILAR DECORATIVE FEATIURES MAY PROJECT INTO THE REQUIRED WIDTH 11/2 INCHES FROM EACH SIDE. MECHANICAL: SOLID FUEL BURNING 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 AS SET FORTH IN THE W.S.E.C. 1. 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 GAS 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 SO FUELED SHALL 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. DOORS, WINDOWS AND SKYLIGHTS: DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 1 -1/2 -INCH STEP TO A MINIMUM 36 -INCH DEEP LANDING. ALL GLAZING SHALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6-I 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 ABLE WIDTH OF 26 -INCHES AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24 -INCHES, MAXIMUM FINISHED SILL HEIGHT OF 44 -INCHES ABOVE FLOOR. ALL FACTORY R BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE BUILT AND MILLWORK SHOP BUILT WOODEN SASH ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL PERMIT MAXIMUM INFILTRATION OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA SET PLANS FOR: I. MAXIMUM GLAZING AREA 2. GLAZING MANUFACTURER AND MODEL NUMBER. 3. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIONAL RESIDENTIAL CODE. I. 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 ARG OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE. IS LESS THAN 60-INCHESABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEE THAT IS LESS THAN IS -INCHES ABOVE FINISHED FLOOR. 6. 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. I. THE GLAZING THAT DOES NOT EXCEED 16 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 DOWS NOT EXCEED 3/16 -INCH 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 SURGACE AND DRAIN INLET. 6) 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 IS LESS THAN 60 INCES ABOVE THE WALKING SURFACE. REVIEWED FOR ODE COMPLIANCE '`. APPROVED 1 JUN 2 4 2013 City of Tukwila BUILDING DIVISION 1) GLAZING IN FIXED OR OPERABLE PLANELS OTHER THAN THOSE COVERED BY ITEM NUMBER 5 AND 6 WHICH HAVE A GLAZED AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWEST EDGE IS 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-1 INCHES IN WIDTH WHN LOCATED BETWEEN 34 AND 36 INCHES ABOVE THE WALKING SURFACE CAPABLE OF WITH STANDING 50# 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 AS THE BARRIER FOR INOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: I)THE 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 60 INCHES ABOVE A WALKING SURGACE tM343 RECEIVED CITY OF TUKWILA JUN 172013 PERMIT CENTER w F- 0 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 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 SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. oma® REPRODUCTION') °0 e• OF THESE PLANS BY e•� •° ANY MEANS IS PROHIBITED ••''/ • BY FEDERAL LAW. VIOLATIONS o t� a m ARE PUNISHABLE BY FINES UP e • •iad�aesa_ • ' s OFf,'.1.9E1USH NGs e • r . J. -0011)1E DESpQ.i HERS • ® TO $150,000 PER OFFENSE. /ib e CALL THE DESIGNER TO •• OBTAIN LEGAL COPIES o 'j'1/ •6©OF THIS PIAN.•®A 'I®•ese*• /4eeLE�AL (itima) 1); a4r. • � CD w cio NINA 0) ((T)) 0 w tj GOPIA w� a � W ce a PREPARED FOR: INTERIOR REMODEL I cfl 03 in� II in if) 0303 I I in� ("4 o� x 0 N 0 LI ao 5 0) rn 3 >. a3 _133 re a) W 0 W M CBY: B.T. DATE: 4/19/13 CHECKED: B.T. SHEET NO. JOB NO. 1 1 -34AE l 26'-0' 4'-6' I3'-6' EXISTING Cr' EXISTING ELECTRICAL PANEL v n N Cnx ,4TW Y W/D (VTO 'BEDROOM EXISTING 1 3068 MUD ROO LAUNDRY 2668 KITC1-IEN L I VING DOOM EXISTING EXISTING w 0 Q EXISTING CONC. PATIO FRONT PORCH 22'-6' 1 EXISTING 3'-6' EXISTING MAIN FLOOR PLAN SCALE: 1/8" = 1'-0" 'LAN KE ( WALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN //ZZ EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED AIREA SLIMMAIRY MAIN FLOOR: EXISTING PROPOSED 146 SF. 00 SF. TOTAL: 146 SF. SF. VENTILATION REQUIREMENTS OF IRC TABLE M1501.3 26'-0' 3'-10' 2'-0' 8'-0' PROVIDED SEISMIC RESTRAINT STRAP PER 508.2 OF 200 UPC EXISTING ELECTRICAL PANEL EXISTING PROVIDE PRESSURE RELIEF VALVE TO EXTERIOR AND INSTALL APPROVED EXPANSION 1 ANK. PLATFORM 18' AFF HW STACK WASHER /DRYER 12 C T121 154TI-I r TILE Ns - IN DR N 1.1.1 134DRM #2 r EXISTING WALL HEATER \TYPICAL 0) IBEDIzM #1 EXISTING EXISTING WALL HEATER TYPICAL EXISTING WALL REMAIN TYP. 110V OSD 2'-4' 0 RANGE (VTO) NEW CONST. WALL TYP. b —C' KITCI-IEN LIVING RM EXISTING REMOVED WALL TYP. DININCA RM 7< DW 2' 3'-6' 3068 NEW CONC. PATIO LANDING v C•4 v m EXISTING EXISTING CONC. PATIO FRONT PORCH 22'-6' EXISTING L IGI-4T ING SECTION 505 (WSEC) S1„(OKDET=CTORS INTERIOR L 505.1 (WSEC) A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES OSD INSTALL SMOKE DETECTORS PER CODE, 110V/9V INTERCONNECTED EXTERIOR LIGHTING 505.2 (WSEC) LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDING ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES 110V ALARBM CARBON MONOXIDE ALARM NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, SEE SECTION R315 POPOSW MAIN FLOOR PLAN TYPICAL NOTE: ALL DOOR/WINDOW HEADERS TO BE 6X8 DF#2 AT 2X6 BEARING WALLS , U.N.O. 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 OVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) SCALE: 1/8" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED IJUN 24 2013 City of Tukwila BUILDING DIVISION �� 1y�mMP ooc oo/S/l/ @a \Z\� "a W REPRODUC1 ION `4"* O%' OF THESE PLANS BY ®4, ii F" ANY MEANS IS PROHIBITED "//`:(-\i1 << BY FEDERAL LAW. VIOLATIONS o �� ARE PUNISHABLE BY FINES UP G. 0 COUNCIL o .'" OF FUBLIS4-'U1G a 1 ;NOME DES1c4- ERi J o (/) e TO $150,000 PER OFFENSE. : -1)"0 CALL THE DESIGNER TO OB1AIN LEGAL COPIES a ?P " OF 11113 @ Oa Q a p8 r o a SMOKE IDETECTOIRS ® INSTALL SMOKE DETECTORS PER CODE, 110V/9V INTERCONNECTED IIOV OCM ALARM CARBON MONOXIDE ALARM NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, SEE SECTION 8315 NT I L AT I ON SC------HEXILE V- VENTILATION REQUIREMENTS OF IRC TABLE M1501.3 SYMBOL 1 100 CFM INTERMITTENT OR KITCHENS 25 CFM CONTINUOUS 2 MECHANICAL EXHAUST CAPACITY BATHROOMS -TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS 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. RECEIVED CITY OF TUKWILA JUN 172013 PERMIT CENTER r z 0 H H ^W L.L W F- 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 15 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: L a) 112 Ca) 0) C LU "CJ a) 0 *World of C1.1 O LI- Z a M co o H PREPARED FOR: INTERIOR REMODEL at f —, BY: B.T. DATE: 4/19/13 CHECKED: B.T. SHEET NO. A2 JOB NO. I 334AE 71 26'-0' 4,-6' 13'-6' r I- r J "EXIS71NCx (CRAWL SPACE REMAIN EXISTING !CRAWL SPACE! REMAIN a1 01 X rmI 1 \ 74-1 LJ 3'-6' J 22'-6' 3'-0' 1 IIIEW CONC. I1ANDING r _ I J, J EXISTING FOUNDATION FR4MING PLAN COMPOSITION ROOFING 15* FELT PAPER 1/16' SHEATHING ROOF FRAMING PER MFR. INSULATION BAFFLE VENTED BLOCKING AT ALTERNATE BAYS 5/4 x S FASCIA CONTINUOUS METAL GUTTER WINDOW HDR. PER PLAN 5/4 TRIM SURROUND WINDOW W/ INS. GLASS 2x6 STUDS e 16' O.C. R -2I INSULATION 1/16' SHEATHING SIDING PER ELEVATION TYvEK WRAP 34' T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN R-30 INSULATION 5/4 X 10 TRIM BAND 2X P.T. WOOD SILL 1 Ir EXISTING INSULATI SCALE: 1/8" = 1'-0" ON OR R-49 I-1 ISI—il Illlillll ;;=111- 6 MIL. YAP. BARRIER -� TYPICAL WALL SECTION N.T.S. NOTE: 1/16" SHEATHING NOT REQUIRED ON EXT. WALLS WHERE TI -II SIDING IS SPECIFIED (UNLESS NOTED OTHERWISE IN THE SHEAR WALL SPECIFICATIONS) EXISTING EXISTING ROOF REMAIN EXISTING ROOF REMAIN to tt>9<- J -- EXISTING EXISTING ROOF REMAIN i EXISTING EXISTING U- co zv E X I ST I NG ROOF FAM I NG PLAN (1) (2) (4) (6) (3) 1. TRUSSES PER PLAN 2. CONTINUOUS (1) TOP PLATE OVER ENTIRE BEAM, ATTACHED PLATE INTO BEAM W/ 10d © 12" O.C. STAGGER 3. DBL TOP PLATE 4. BEAM PER PLAN 5, (3) STUDS AT CORNER MINIMUM 6. STUDS © 16" O.C. (Di) BEAM AT CORNER WALL SCALE: N.T.S. SCALE: 1/8" = V-0" REVIEWED FOR BODE COMPLIANCE APPROVED IJUN 242013 $p City of Tukwila BUILDING DIVISION (4) 1. NEW 2X4 STUD © 16" O.C. STUD WALL AT FLOOR SCALE: N.T.S. 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. 2. EXISTING FLOOR DIAGRAM 3, EXISTING FLOOR SHEATHING 4. NEW 2X BASE PLATE W/ 16d NAIL © 6" O.C. RECEIVED CITY OF TUKWILA JUN 172013 PERMIT CENTER , sys, MP /S ,`\ °®° REPRODUCTION°g�°�f�% 0°60F THESE PLANS DY `® • BY NY EDER LSIS LAW.P VIOLATIONS °, ® ARE PUNISHABLE BY FINES UP A ®_caU a ° • O PUEs-wSt-tei HOME ®ES1G6v3G:RE e TO $150,000 PER OFFENSE. 3-)°%. E. S CALL OBTAINTHLEGADEL COPIESIGNERTO OF TFIIS PIAN. e" 44'4,1 m g n W F— Q A `0 J 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 BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP IS 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: PREPARED FOR: 'E a)L 41104 C 0) W a) 0 4- 0 -o L 0 CD 111 N 111c I I re) tet 01 tf) N N W 0t = N M 0 30 00 o = 0' } H w O N I CBY: B.T. DATE: 4/19/13 CHECKED: B.T. SHEET NO. A3 MI JOB NO. 3-34AE