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HomeMy WebLinkAboutPermit D16-0109 - TRUNG RESIDENCE - REMODELMGL HOMES REMODEL 4843 S 160TH ST D16-0109 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 5379800250 Permit Number: 4843 S 160TH ST Project Name: MGL HOMES REMODEL Issue Date: Permit Expires On: D16-0109 5/11/2016 11/7/2016 Owner: Name: Address: TRAN TRUNG 4843 S 160TH ST, TUKWILA, WA, 98188 Contact Person: Name: GEORGE GOODFELLOW Address: 711 122 AVE NE - A2 , BELLEVUE, WA, 98005 Contractor: Name: MGL HOMES CONSTRUCTION Address: PO BOX 33802 , SEATTLE, WA, 98133 License No: MGLHOHC865CG Lender: Name: MGL HOMES LLC Address: PO BOX 33802 , SEATTLE, WA, 98133 Phone: (425) 444-0730 Phone: (206) 355-5953 Expiration Date: 2/7/2018 DESCRIPTION OF WORK: CE16-0094 REMODEL ENTIRE BUILDING INTERIOR. NO CHANGE TO BUILDING FOOTPRINT, PROVIDE EXTERIOR RENOVATION PER OWNERS REQUIREMENTS. INCREASE INSULATION, NEW WINDOWS, ROOFING. EXTEND GRAVEL DRIVEWAY WITH TURNOUT Project Valuation: $80,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Fees Collected: $3,517.87 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Ch annelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: .iJaxx^ Y -t Date: 5N—INP I hearby 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 an...:r : .. conditions attached to this permit. Signature: Print Name: Date: -S77l/76. This permit shall become null and void if the work is not commenced within 180 days for 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 PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 10: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical 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 Permit Center. 14: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 15: 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. 16: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKirILA 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: 11-2.3"-I lv 10 For once use onl Date Application Expires: 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 King Co Assessor's Tax No.: 5 31 '9 O Uo o Site Address: -4--M 3 soli T Tenant Name: Mi L Rol -MS CO t.,(Si 11c 1 Suite Number: Floor: 11)1--C1 A BAT SOUK( PK51r),eN-1- PROPERTY OWNER Name: cl [- , G..`CSr Name: M(IL c_dwsnwe" acl.4 City: bt�Zc c�C1G State: vieAc Ziprtia05" Address: 120 y.ox 33 s 0 --D ian PIA (L Email: CI Lo ki City: is,krr f State: yq/St Zip: el%133 CONTACT PERSON - person receiving all project communication Name: cl [- , G..`CSr Address: 7 t (ZZ 14b ma 'RE A City: bt�Zc c�C1G State: vieAc Ziprtia05" Phone:42_5-444 073(3 Fax: — --D ian PIA (L Email: CI Lo ki 1 (- GENERAL CONTRACTOR INFORMATION Company Name: tviGL C.0.05TI2 crt� ,4 Address: 1:70Fc,,( 380. Address: -7)t 1'Z2 op t. N Az, City: Seiko-LeState: wA Zip: 9%r 33 PhoneaDC, 2,55" 5533 Fax: ._, Emai1:�1 = w L �-1hfL. C N1 Contr Reg No.:L _hcli4. 00,64. $diL�p Date: "t City: Tukwila Business License No.: 0) City: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: !N Yes ❑ „No ARCHITECT OF RECORD d� j Company Name: 6 ii./ /'r ci ('1' —S 1' LC Architect Name: (_at -`'E 6 Address: -7)t 1'Z2 op t. N Az, City: l,I.�11L State: X NA, Zip: 9665 1 Fax:. Phone:diz5 ,,)./M 1073 / IOCSi Emai1:�1 = w L �-1hfL. C N1 ENGINEER OF RECORD Name: m GI ', Company Name: NOL Engineer Name: Address: City: State: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: m GI ', f4c:04 e, 1.1_,C._ Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIO,,, - 206-431-3670 Valuation of Project (contractor's bid price): $ )1 C Describe the scope of work (please provide detailed information): (lJ 1 Existing Building Valuation: $ I 0 2, (rat) 131.-b-1 • 2izr' 'IzaVjc -t (2c- 4c v -lia is C� d W� t2sE ui tg(f'w1(tP-I•TS i NC. fz€ o f fel 50C/416g 4 Oe. -b3 i o 5 (l j M La- 5<tERID RANG- to / ` I J Z/40Ur Will there be new rack storage? ❑ ....Yes " No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft):44_,S34"Floor area of principal dwelling: iii' 6 Floor area of accessory dwelling: ' I G 5 yam. *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? El Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm No If "yes", explain: 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 II" paper including quantities and Material Sa ety ata Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. None Other (specify) H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 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 ‘2..‘2...9)..� t--450cr o v 6 3 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* - r Attached Garage Detached Garage l ( 1 /e 5r 0 0 0 s\(*13 U 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):44_,S34"Floor area of principal dwelling: iii' 6 Floor area of accessory dwelling: ' I G 5 yam. *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? El Yes FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm No If "yes", explain: 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 II" paper including quantities and Material Sa ety ata Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. None Other (specify) H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF. IATION — 206-433-0179 Scope of Work (please provide detailed information): 14f. - t 6 rt (c gr r f-4 Li( I s r B ) T FK -4+4-r- 1z v0L-- CIV elu1 -( fu- / its' Iz4 o I 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 Valley View ...Sewer Availability Provided Highline ❑ ... Renton ❑... Renton ❑... Seattle Septic System: ',, /S% ❑ On-site Septic Sys em - 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 If.. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards C/ cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑...Geotechnical Report ❑ ... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless - (SAO) ❑ .. Hold Harmless - (ROW) ❑ ... Right-of-way Use - Profit for less than 72 hours ❑ ... Right-of-way Use - Potential Disturbance ❑... Work in Flood Zone ❑ ... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut 0...Pavement Cut ❑... Looped Fire Line ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public 0 I7 WO # WO # WO # Private ❑ Private ❑ ❑ ... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Name: %(6k t-1�6ht� C eN s i Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Mailing Address: ¥C7 7, 0>c 2.- Water Meter Refund/Billing: Name: 1L-4 Mailing Address: b 1305' 67 S -�r�-rx Day Telephone: 2- -;55 5 9 S? (VA, e: l 33 City State Zip Day Telephone: Z6 35'5- 51$ 3 SeNtilE WAc g -3 3 City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 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. BUILDINGg7)R AU RIZ NT: -4-v- Signature: �_ ��� Date: 1 C Print NameSYLL�� ! • �C, Day Telephone: 4-Z. 44-6736 Mailing Address: 7 (� Z� �� 1 f� -tom A q�% City State Zip H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $2,672.06 D16-0109 Address: 4843 S 160TH ST Apn: 5379800250 $2,672.06 DEVELOPMENT $2,607.00 PERMIT FEE R000.322.100.00.00 0.00 $1,301.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PERMIT FEE R000.322.100.00.00 0.00 $1,301.25 TECHNOLOGY FEE $65.06 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8450 R000.322.900.04.00 0.00 $65.06 $2,672.06 Date Paid: Wednesday, May 11, 2016 Paid By: GREEN HOUSE SEATTLE LLC Pay Method: CHECK 1671 Printed: Wednesday, May 11, 2016 1:39 PM 1 of 1 1 L Ll LJ SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $845.81 D16-0109 Address: 4843 S 160TH ST Apn: 5379800250 $845.81 DEVELOPMENT $845.81 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R8292 R000.345.830.00.00 0.00 $845.81 $845.81 Date Paid: Monday, April 25, 2016 Paid By: GEORGE GOODFELLOW Ill Pay Method: CHECK 1702 Printed: Monday, April 25, 2016 11:33 AM 1 of 1 CL1 P SYSTEMS INSPECTION RECORD Retain a copy with permit INS' ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DK; -010q \01 kv, Project: L ) /cii46S AUL y `L Tyke of Inspection: - LtS M,D,AIG- c7 L, Address: S 49 ST - Date Called: Special Instructions: Date Wante A `a.m. Requester: Phone No: LJApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: OK-- To 14 C vA( -r-- oxl eccric4L, �L p4PPl�o�'t_ 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 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) 438-9350 ')G -oco9 Project: Ar -¢-r— MoWL'Ty Tyy�jje of Inspection: 6.)1L- f /" AIAL. Address: S7// S ISZ,jD S -r - Date Called: Special Instructions: ox, 2 Date Want: /// 47.6., Re4 uester: 12c 6 SA'Jrvs Phone No:.Wt U! Zo(-6.37-yfi-/O-owe 1, ElApproved per applicable codes. [g' Corrections required prior to approval. COMMENTS: /fila 4Cre-5S Date: 7/8/4 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. It INSPECTION RECORD Retain a copy with permit I _ ' ` TION NO. PERMIT NO. DA --ofd cr CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818 (2Q6) 431-3670 Permit Inspection Request Line (206) 438-9350[x' .- Pr tt;_ iie%1���� Type of Ipspectior� rte.,- 'TTifV,y( L{ f Ades:Q 7 /, (6 0 If. Date Called: Special Instructions: 4 -Ai /l l Date Wanted: � �(7 - �� a.m. p.m. Requester: Phone No: XCApproved per applicable codes. Corrections required prior to approval. MMENTS: erct {o1/ de e.le 1-(scq 7 (ofd fravq fo /Z.-) Ve_fra Inspector: Date:6 �( n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. DmINSPECTION RECORD Retain a copy with permit PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206 431 3670 Permit Inspection Request Line (206) 438-9350 ,,, U D(6-0/0 Project) � Type of Inspectiqn: l Address: Lti3 i. /60t&Sf Date Called: S tial nstructions: cm Date Waned: C/} —� 6 I ( a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Dater�6 ..."6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD F� Retain a copy with permit '^r''ECTION NO. PERMIT NO. DC --°(07 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818 ���,,�(7, ( 6) 431-3670 Permit Inspection Request Line (206) 438-9350 V� k V ��lT Project Type f Ins ction: A d is 3 5, c 160+41_ rii Date Called: '. Special Instructions: ,��jj V Date W to � f 7-16 a.m. P.m. Requester: ©4or.. J0Cc Gtfrl DV' CI Phone No: ®(S S , 0 Approved per applicable codes. IN Corrections required prior to approval. COMMENTS: Or (d Of or-, e '. l Sficer zK o 1€9 (c'oc- l % ( e_} Jo e ©4or.. J0Cc Gtfrl DV' CI ®(S S , (9r Cal ( 'p- re Vse 1101, Inspector: Date: ( 3 REINSPECTION 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 p16--0f6q PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20m6), '4f31-3 70 ,�I Permit Inspection Request Line (206) 438-9350 p/A,N �JU. '1� ' V6 Project L lk -� Date:f Type of IVi/q(pRttion: r Address:� �t�((Jf((77 = 66 5f Date Called: I Special Instructions: �% 1 Date Want d: -f—(' a.m. p.m. Requester: Phone No: ElApproved per applicable codes. COMMENTS: Iorrections required prior to approval. 100 1 Ins -4 v jtv -"ye) ox 'nu Cq xre, vtrAtdo Inspector: Date:f ` •) ,,,Kr / �j I n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPE ON NO. INSPECTION RECORD Retain a copy with permit PIC-13i01PERMIT N0O . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prott .- 171— Type Inspec : kA.1 ro �� 10 Ryer_ S� Ad ss:L� (66 f- so, FLS c wL - � ted.- � Date Called: I / k�� ' _• I �J� lii Special Instructions: /'� Date Want - — kb a.m. Requester: co , (/1 ��- C( "e- i �i t t fr-c k K C..%L Phone No: t3 ccGta,�.(� / � -e rc @ 6s b ° Ca ( ( 'frr r Approved per applicable codes. Corrections required prior to approval. COMMENTS: -IF v4 A6" � I �-17 ;c4 I (& ro �� 10 Ryer_ S� l o Al�, � wL - � ted.- � MA I /�'�/�'[ /�./��/ / f _ 9 v\ .Root/ ` V li 'QV e_ �I I / k�� ' _• I �J� lii 4k" 1 kt<. kef- .W b rz1 'e-jrct e ik)(d o S (-) 1( a v sak-k ck 1-e , ® ciz e. -GC (ro o Gam_. c“.-- t 6 o '- i .jJ o l_e 7 't' --I e.f- R %L Ct f<ft `a'/ co , (/1 ��- C( "e- i �i t t fr-c k K C..%L /- bc4 t3 ccGta,�.(� / � -e rc @ 6s b ° Ca ( ( 'frr r j KCre-C i--- ( 6 &N Inspector Date: 2-16 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit I\ Retain r o PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350Sr — al( Pro' t: 1.._ 4E...... Date: 6 e Type of Inspection: Co is -c` t Address: 0 Date Called: SpecialInstructions: I' p' l Date Wagted• ((�� � . a.m. p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. M M ENTS: Inspector: 4E...... Date: 6 e I b REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1� oW INSPECTION RECORD Retain a copy with permit INSP ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206 43 ,-3670 Permit Inspection Request Line (206) 438-9350 Jt (Csagii-As f Proje t: r Type of Ins ection: Ad ` . (CO�Sf � //` Date Called: Special Instructions: rifitZ�(� Date W nted: a.m. p.m. Requester: Phone No: ,INApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: .K6 Date: (2__I / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit /6 `0(O PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818806) 431-3670 Permit Inspection Request Line (206) 438-9350 yu *e,( t/q/( Project: A_.6 t. t©� Type of Insp tion: r Address: tiv33-0`(6a f, I° Date Called: 3 Wanted: 6 — (4 a.m. p.m. Sp cial nstructions:Date Requester: Phone No: finApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector: Date: 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 PAZ : Date;_ ', Type o spection: re„ cs*trr a.. A r 5 (60 Date Called: Special Instructions:Date / "'1 Wanted: �2-- f G (/� a.m. P.m. Requester: Phone No: Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date;_ ', rc_ a.. REINSPECTION 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 ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ptf 0(0 Pro' III ct: 1 &L (461/1A•Cj4 Type of Inspection: Kefr(101/ Ty Cdoct d ress: 3 56,10. 51e Date Called: Special Instructions: Date a_n a.m. Regydester: f0 4 Approved per applicable codes. E Corrections required prior to approval. OMMENTS: 0 cJAR.k.-- W/o r t f� kc(v� v-� Inspector: Date5_I6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0109 DATE: 04/25/16 PROJECT NAME: MGL HOMES REMODEL SITE ADDRESS: 4843 S 160 ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 41,1 N/A- Building Division Public Works Fire Prevention Structural 1111 -)40-i1, Planning Division Permit Coordinator di PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/26/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: ZoningZoIssues) Notation: 5-H 4,6— a-- DUE DATE: 05/24/16 n n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MGL HOMES CONSTRUCTION Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of APLabor & Industries Page 1 of 2 Search L&I A -Z index Help Myr LSI Workplace Rights Trades & Licensing MGL HOMES CONSTRUCTION Owner or tradesperson Principals BATSUURI, TULGA, PARTNER/MEMBER Doing business as MGL HOMES CONSTRUCTION WA UBI No. 603 111 951 PO BOX 33802 SEATTLE, WA 98133 206-355-5953 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. MGLHOHC865CG Effective — expiration 02/07/2014— 02/07/2018 Bond ................. Western Surety Co Bond account no. 62631248 $12,000.00 Received by L&I Effective date 01/26/2016 02/04/2016 Expiration date Until Canceled Bond history Insurance ............................... Security National Insurance Policy no. NAI04636203 $1,000,000.00 Received by L&I Effective date 01/26/2016 01/25/2016 Expiration date 01/25/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations .._...................................._............... No license violations during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603111951 &LIC=MGLHOHC865CG&SAW= 5/11/2016 �� .�3s,�fY.''S�.".� ?i%a"S:.+R,^iY;:.=e �d5,n'�i.`+rt- s�.....1:?'? r'A,A�`?�.�.'[';�':.+fFl�•i.:.:i.P3'?� LIST OF CONTACTS OWNER: ARCHITECT: CONTRACTOR: PROJECT NARATIVE: MGL HOMES CONSTRUCTION PO BOX 33802 SEATTLE, WA 98133 TEL: 206-355-5953 EMAIL: info@greenhouseseattle.net GHG ARCHITECTS PLLC 711 122ND AVE NE A2 BELLEVUE, WA 98005 TEL: 425-444-0730 -GEORGE GOODFELLOW EMAIL: ohgoodfellowc hotmail.com MGL HOMES CFONSTRUCTION PO BOX 33802 SEATTLE, WA 98133 TEL: 206-355-5953 EMAIL: info©greenhouseseattle.net REMODEL EXISTING ONE STORY SINGLE FAMILY RESIDENCE PER THE ATTACHED DRAWINGS & BUILDING OFFICIAL APPROVAL NO CHANGE TO BUILDING FOOTPRINT. NO CHANGE IN USE OR OCCUPANCY. TABLE OF CONTENTS: Al SITE PLAN A2 DEMOLITION & FLOOR PLAN A3 FOUNDATION & ROOF FRAMING PLAN A4 EXTERIOR ELEVATIONS A5 BUILDING SECTION & CONSTRUCTION DETAILS A6 ELECTRICAL PLANS & CABINET ELEVATIONS A7 GENERAL NOTES SITE DATA SITE ADDRESS: JURISDICTION: YEAR BUILT: 4843 SOUTH 160TH STREET TUKWILA, WA 98188 CITY OF': e ' w i, WASHINGTON 1954. TAX PARCEL NUMBER: [53798002501 LEGAL DESCRIPTION: MC MICKEN HEIGHTS DIV # 2 UNREC VAL OF UNDEEDED STS & ALLEYS INC IN ADJ LOT VAL E 1/2 OF W 1/2 ZONE: LDR - SINGLE FAMILY RESIDENTIAL LOT AREA: 11,835 SF LOT COVERAGE IMPERVIOUS AREA: EXISTING BUILDING FOOTPRINT: EXISTING DETACHED GARAGE AREA: EXISTING DRIVEWAY: EXISTING LANDINGS & WALKS: NEW GRAVEL DRIVE: TOTAL:. 1,350 SF 616 SF 756 SF 100 SF 1000 SF 3,822 SF PERCENTAGE OF COVERAGE: (3,822 / 8156) M 0.47 OR 47% BUILDING HEIGHT: 35 FT, MAX NEW CONDITIONED FLOOR AREAS: TOTAL: BEDROOMS: BATH ROOMS: REVISIONS No changes shall be made to the scope of work without prior approval of Eu din0 Division. NCE: s` >, , tib) rc.:iuiro a new plan submittal End rray in:;ludo add tion! plan review fees. 1,250 SF+ 100 SF= 1350 SF 3 PLANNis APPROVED • No changes can be made. to these plans without a roval from the Planning Division of DCD Approved By: L- Date: 0 ;�:;tae: blot P:�sYa-:# 4843 S 160th St Tukwila, WA 98188 USA cow : c I : e Ma S. 4843 S 160th St • ifs N Iffth;:t • fi R .N Map data 02016 Google 100 m LE COPY 0 l ~ isoview approve' is subject to errors and ©miasi oi'i°ovoil otf construcion documents (loos not aufho F =i. o violation_ of o;ny adopted code or ordinanco. Re < of appiovcc. Field Cop ,s .rndstiend is ackriou leci Date; City of Tukwila BUILDING DIVISION , SEPARATE E PERMIT REQUIRED FOR: 9"Mechanlcat [- 4iectricai Q,P1 mbing Gas Piping City of Tukwila BUILDING DIVISION PWANtitIt.%: Vi RECEIVED APR 252016 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA ,4 D FOR COPE : MPLIANCE APPROVED A'(052016 City of Tukwila BUILDING DIVISION APR 2 5 2016 PERMIT CENTER lb-oIOR A 1 " ':� 1: :Pt,�. .r.:r _ Nell rIL A ii .L CAA -__.: iia`-.... :i;:::PLX ; ' t **FOUNDATION EPDXY CONNECTION** * EPDXY WITH AN APPROVED CONCRETE EPDXY, #4 REBAR A MINIMUM OF 4" INTO EXISTING FOUNDATION IN LINE WITH REBAR SHOWN IN FOUNDATION DETAIL. (UON) * CALL FOR FOUNDATION INSPECTION BEFORE INSTALLING EPDXY TO ALLOW INSPECTION OF DRILLED HOLES. THE BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE THE EPDXY INSTALLATION AT THAT TIME. e•;s-ii'mr.+:i�ai�or.-s�%r-.�..'+::�:wi :.exuc.:ries:ra.+.:,n.•x+�Y.a...._rs^.r..••.:�t�:...:n«ri.:,:�++.-...:�...;:_::....fy:>...w».:.:ti„xr.'.i.*i=Y�miyrt:ltbY%rse1•..>.�;! ,_ - ,y«a.uv+.v�:+.,�:'-•«. �+rta' ir:w'vMri�.+, .e....#-..aw..-.., *.-ms .ea. ..:.,..444.14.:n.i a0*-.•taY.';,,I=IP..:F`..',.: *_,`i:,'''''..*S.4,F:T.a?'}e!.-+�:+r_Yr2i fir.4. "a.0 h!6fJ1.4,'ri,i,4 .4* fiP+.fs.o•�q�e+' . w+, wa,,,,Anig$.4. C!M.hmn •es t•'^'^‘,/,.. aw+wa �iS'w*F:ueB in1 .!xaari�'.'+e.+4rt'+�++ansvirrs. ♦ - wrrww.ww�r..+rtiw.sr.�. w'�rtM%wM4• �+wr.va.sM+Y.e.r,.h�x.+¢sans.+a+b i ys sr # re' is ss ate.: . ' ei 'a? R 1,0_x: .,. : t ' ' t..... t -, -W..RWLIbialeAtEITY:.... r•A.,.w-.car :.�X..,... _ R,... ;�T. �A _a,� '.-.:,..r MAY 0 5 2016 City of Tukwila., EXPST ICA '4`.15 .. . Atli WILL; .. , . i. trcon,,qex :......N%..x r., h ,--", _."Mq'!.. ..,,,,,,,,!.:,. 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CODE COMPLIANCE APPROVED MAY 05 2016 -wpf,./Aftc,„ t4EXV-;,,h I ; GENERAL NOTES: THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE DRAWINGS. ANY DISCEPENCIES'..FO.UND AMOUNG THE DRAWINGS, THESE GENERAL NOTES, SITE CONDITIONS AND THE STANDARDS LISTED,IELOW SHALL BE REPORTED TO THE ARCHITECT WHO SHALL CORRECT SUCH DISCEPENCY OR OMISSION O.:WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF A DISCREPENCY SHALL BE DONE A7.' THE CONTRACTOR'S OWN RISK. THE CONTRA,C 0,R SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGSPRIOR: OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING -AMID SHORING DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQURED TO PREFORM THE WORK. STANDARDS; ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM WITH INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), INTERNATIONAL. PLUMBING CODE (IPC) INTERNATIONAL MECHANICAL CODE (IMC) WASHJINGTON STATE BUILDING CODE (WSBC), WASHINGTON STATE ENERGY CODE (WSEC), AND THE NATIONAL ELECTRIC CODE (NEC), LATEST ADOPTED EDITIONS AS AMENDED AND ADADOPTED BY THE APPLICABLE JURISDICTION. LOAM ROOF FLOOR DECKS 25 PSF 50 PSF 65 PSF BASIC WIND SPPED ,.100 MPH EXPOSURE B SEISMIC DESIGN CATEGORY D EMI FOUNDATIONS, SHALL NOT BE SUBJECTED TO MORE THAN 30 PCF EQUIVALENT FLUID PRESSURE (WELL DRAINED SOIL) NOR TO A SURCHARGE. WREN FOUNDATION WALLS AND FOOTINGS ARE NOT POURED MONOLIHTIC, PROVIDE #4 BARS AT 24" O.C. MAX., UNLESS DETAILED OTHERWISE, BETWEEN WALLS AND FOOTINGS. SOIL BEARING SITE SOIL CLASS =7 D. SOIL BEARING CAPACITY ASSUMED TO BE 2000 PSF. CONTRACTOR TO VERIFY IN FIELD. ALL FOOTINGS TO BEAR ON UNDISTURBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D-1557. CONCRETE: MIX SHALL MEET IBC OR ACI -318 STANDARDS IN ESTABLISHING PROPORTIONS FOR SPECIFIED STRENGTH. CONCRETE SLUMP TO BE 4" PLUS OR MINUS ONE. DO NOT ADD WATER TO MIX TO INCREASE SLUMP. MINIMUM CONCRETE STRENGTH (28 DAYS). • ALL FOOTINGS AND SLABS 2000 PSI. MIXING AND PLACING OFALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318,83. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A .DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER, PROVIDE A'4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, R 3th FORQINQ.STF,Fj.: ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 40 (Ey 40,000 PSI), LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, I'-7" MINIMUM UNLESS OTHERWISE NOTED. CORNER BARS (1'-7" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT DETAIL STEEL IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE OF DETAIL ING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FAI3RiCTO•CONFORM WITH ASTM A-82 AND A-185, COVEDR TO MAIN • REINFORCEMENT.TO BE: ; • FOOTINGS 3 INCHES FORMED SURFACES: WEATHER -FACE I-1/2 INCHES INTERIOR FACE ' • 3/4 INCHES EARTH FACE • 2 INCHES 5:T,RUCTURAI STJEEI, STEEL SHALL CONFORM TO THE:FOLL:OWING STANDARDS; BOLTS• • •. •. 'ASTM A307 . ALL OTHER STEEL .;.:..:;::;.,.::;:AS'FMA36 (Fy=36,000 PSI) • , DESIGN, FABRICATION AND ERECTIONSHALL BEW IN ACCORDANCE WITI-I THE LATEST EDDTTION OF TILE"RISC SPECIEICA'TION FOR THC DESIGN ;rAI3RICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".: ALL WELDING. SHALL COI* FORM TO TI ,AWS:CODES•AND SHALL BE PERFORMED BY WABO CERTIFIED WEL] • WELDS NOT SPECIFIED SHALL BE.'/,',''CONTUiOUS • FILLET WELDS, USE DRY E60 ELECTRODES: • MISCFLLANEORIS STEEL: ' ,. ' • MISCELLANOUS STEEL I RAMING CLIPS AND OTHER CONNMECTING DEVICES, REFER TO CATALOG..::: ' NtJMBERS;OE CONNECTORS MANPFACTURED BY SIMPSON STORNG TIE COMPANY. EQUIVALENT DEVICES MANUFACTURTED BY. OTHER COMPANIES MAY BE SUBSTITUEI.), PROVIED THEY HAVE ICBG APPRI13AL FOR EQUAL OF GREATER LOAD CAPACITIES. FASTEN ALL HANGERS AS SPECIFIED BY THE MANUFACTURE UNLESS SHOWN OTHERWISE ON THE DRAWINGS. :GLtJ-LAMINATED BEAMS: .,GLU-LAMJNATFDD BAMS TO BE DOUGLAS FIR COAST REGION, KILN I)RIED,INDUSTRIAL GRADE, ALTO SPECIFICATION'24F-V4 FOR SIMPLE SPANS, AND 24F -VB FOR CANTILEVERED SPANS (Ph -2400 PSI TYPICAL). PROVIDE .RITC 'STAMP ON BEAMS. GLU-LAMINATED ADHESIVE TO BE "WET-USE"PER BC STANDARD 25-19 PART • MEAD •fi • WOOD TRIJSSFS PRE'FABRICATIED WOOD TRUSS DATA AND ENGINEERING SHALL BE SUPPLIED BY THE TRUSS MANUFACTURER • FOR REVIEW PRIOR TO FABRICATION. TRUSSES SHALL BE FABRICATED IN A PLANT APPROVED BY THE GOVERNING BUILDING DEPARTMENT. TRUSSES SHALL. BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. TRUSSES SHALL BE DESIGNED INACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PALATE CONNECTED WOOD TRUSSES, TPI -78". EACH TRUSS SHALL BEAR THE QUALITY CONTROL STAMP OF THE MANUFACTURER. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. PROVIDE ALL TRUSS TO TRUSS ANI) TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMENANT"TRUSS BRACING AND BRIDGING. FRAMING LUMBER: FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. ALL FRAMING LUMBER SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. JOISTS'AND RAFTERS: (2X6 AND LARGER) HEM -FIR No. 2 OR BETTER BEAMS AND STRINGERS: (4X AND LARGER) DOUGLAS FIR No. 2 OR BETTER POSTS: ' • S"TUDS,.PLATES, AND MISC. FRAMING: (2X6 AND LARGER) HEM -FIR No. 2 OR BETTER. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONARY SHALL BE PRESSURE TREATED WITH AN 'APPROVED PRESERVATIVE AND BE IDENTIFIED BY A QUALITY MARK OF AN APPROVED INSPECTION AGENCY. TN> FOLLOWINGNOTES APPLY UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ALL DETAILS NOT SHOWN SHALL BECONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC, NAILING UNLESS OTHERWISE NOTED' SHALL. CONFORM, TO TABLE R602,3.(I) OF.THE IRC. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL .' BOLTS AND LAG SCCREWS:BEARING ON WOOD. ALL STUD WALLS SHOWN.BUT NOT. NOTED OTHERWISE SHALL BE'2X4'STUDS.•.ALL STUDS SHALL.I3E PLACED 16 INCHES ON CENTERS UNLESS NOTED OTHERWISE.:'A"MINIMUM OF TWO STUDS SHALL BE' PRO VIDED AT'THE END OF ALL WALLS AND AT THE SIDE OF ALL'UPENINGS: ALL . HEADERS AND BEARING WALLS; NOT OTHERWISE NOTED, SHALL 13E 4X8 MINIMUM. EXTEND ALL COLUMNS TO .: SOLID BEARING AT FOUNDATION OR AS DETAILED. PROVIDE SOLID BLOCKING FOR ALL WOOD COLUMNS THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS. PROVIDE SOLEI>'BLOC1.1NG AT ALL JOISTS, SUPPORTS, AND BEARING PARTITIONS. PLYWOOD: PLYWOOD SHALL CONFORM TO U.S, PRODUCT STANDARD PS. 1. UNLESS NOTED OTHERWISE NAILING SHALL COMPLY WITH TABLE 2304.9.1, 113C. ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH THE GRAIN PERPENDICULAR TO SUPPORTS. • CRAWL ACCESS. CRAWL ACEASS SHALL BE A MINIMUM'OF 18" X 24". IT SAHLI, BE UNOBSTRUCTED, INSULATED AND WEATHERSTRIPPED. ATTIC ACCESS,; ATTIC ACCESS SHALL BE A MINIMUM OF 22"X30", IT SHALL HAVE 30" CLEAR HEAD ROOM. THE ACESS \SHALL BE INSULATED AND WEATHERSTRIPPED. HOT WATER TANK; HOT WATER TANK SHALL COMPLY WITH ASHRAE 90A-80 AND SHALL HAVE A TYPE IV PRESSURE RELIEF VALVE. IN UNI-IFATED SPACES, ELECTRIC WATRER HEATERS SHALL BE PLACED ON AN INCOMPRESSABLE INSULATED SURFACE OF R -i0 MINIMUM. IF THE WATER HEATER HAS NON -RIDGED PIPE CONNECTIONS IF SHALL BE STRAPPED AND ANCHORED TO THE WALL. FANS: BATH AND UTILITY ROOM FANS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR. THE FANS SHALL BE VENTED TO THE EXTERIOR AND SHALL HAVE A BACK PLOW PREVENTER, RANGE HOODS; RANGE HOODS SHALL VENT TO THE OUTSIDE. ,STALK NOTES; MINIMUM STAIR WIDTH: 36 CLEAR. MINIMUM HEADROOM: 6'-8" CLEAR. STAIR RISE AND RUN PER THE DRAWINGS (8" MAX. RISE / 9" MIN, RUN). THE MAXIMUM RISE SHALL NOT EXCEED THE MINIMUM RISE MORE THAN 3/8". INSTALL FIRE STOPS Al' MID -SPAN AND BETWEEN THE STUDS ALONG THE RUN OF THE STRINGER. COVER ANY USABLE SPACE UNDER THE STAIRS WITH 5/8" TYPE X GYSUM BOARD. THE HANDRAILS SHALL BE BETWEEN I-1/4" AND 2" IN CROSS SECTION. HANDRAILS SHALL BE MOUNTED BETWEEN 34" AND 38" ABOVE THE STAIR NOSING, AND BETWEEN 1-1/2" AND 3.1/2" FROM THE WALL. THE ENDS OF HANDRAILS SHALL RETURN TO THE WALL OR KNEWL POST. SMOKE DETECTORS: SMOKE DETECTORS SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SECTION 1210(a), IBC TSS: EVERY SLEEPING ROOM SHALL 13E PROVIDED WITH -I AT LEAST ON OPERABLE DOOR OR WINDOW WITH A NET CLEAR. OPENING OF 5.7 SQUARE FEET. THE OPENING HEIGHT SHALL BE AT LEAST 24" AND 'THE WIDTH AT LEAST 20" WITH A FINISHED SILL HEIGHT NOT MORE TI -IAN 42' ABOVE THE FINISH FLOOR. MECHANICAL NQTFS;• FURNACE. FURNACE SHALL BE CAPABLE OF MAINTAINING 70 DEGREES FAHRENHEIT AT A POINT THREE FEET OFF THE ELOORIN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN SECTION 304 OF THE WASHINGTON STATE ENERGY CODE. IF THE FURNACE IS FUEL BURNING AND LOCATED WITHIN TIME BUILDING ENVELOPE PROVIDE COMBUSTION AIR FROM THE OUTDOORS MEETING THE PROVISIONS OF SECTION 607, IMC/ • IF THE FURNACE IS FUEL BURNING AND LOCATED OUTSIDE OF THE BUILDING ENVELOPE COMPLY WITH THE' PROVISIONS OF SECTION 801, IMC. COMBUSTION AIR DUCTWORK, LOCATION AND SOURCE OF COMBUSTION AIR SHALL BE PER SECTIONS 602, 603, 604 & 606, IMC. ALL WARM AIR FURNACES SHALL BE LISTED AND LABBLED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS AND THE IMC. APPLIANCES INSTALLED IN CLOSETS, ALCOVES OR CONFINED SPACES SHALL BE SO LISTED. •• NO WARM AIR FURNACE SHALL BE INSTALLED IN A ROOM USED OR DESIGNEE) TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR ANY INCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACES, ENCLOSED FURNACES & ELECTRIC HEATING FURNACES. LIQUIDFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER-THAN-AIR GAS MIGHT COLLECT.APPLIANCES SO FUELED SHALL, NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. "HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE & WFIIICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMAI3LE VAPORS SHALL BE INSTALLED WITH THE PILOTS & BURNERS OR HEATING ELEMENTS AND SWITHCES AT LKEAST 18 INCHES ABOVE THE FLOOR LEVEL. FIRE DAMPERS NEED NOT BE INSTALLED INAIR DUCTS PASSING THROUGH THE WALL FLOOR OR CEILING SEPARATING A RESIDENCE AND A GARAGE, PROVIDED SUCH DUCTS WITHIN TIME GARAGE ARE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN 0.019 INCHES (NO.26 GALVANIZED SHEET GAUGE) AND HAVING NO OPENINGS INTO THE GARAGE. APPLIANCES INSTALLED IN GARAGES -SHALL BE PROTECTED FROM DAMAGE. WARM AIR FURNACE INSTALLATIONS IN ATTICS OR CRAWL SPACES SHALL COMPLY WITH SECTIONS 708 & 709, • IMC EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO AN VENTING SYSTEM COMPLYING WITH SECTIONS 091, 902 & TABLES NO. 9-A & 9-B, IMC EVERY FACTORY -BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE 13W GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LIGHTING MANUFACTURE'S INSTRUCTIONS AND THE APPLICABLE PROVISIONS OF CHAPTER 9, IMC. A TYPE B OR 13W GAS VENT SHALL TERMINATE NOT LESS THAN 1 FOOT ABOVE THE ROOF THROUGH WHICI'I IT PASSES NOR LESS THAN 4 FEET FROM ANY PORTION OF THE BUILDING WHICH EXTENDS AT AN ANGLE OF MORE THAN 45 DEGREES UPWARD FROM THE HORIZONTAL, NOR LESS THAN SHOWN IN FIGURE I, IMC UNLESS LISTED/TESTED OTTHERWISE: 'A TYPE I, VENTILATING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE ROOF THROUGH WHICH IT PASSES NOR LESS TI -IAN 4. FEET FROM ANY PORTION OF THE BUILDING WHICH EXTENDS AT AN ANGLE OF MORE,'THAN.45 DEGREES UPWARD FROM THE HORIZONTAL UNLESS LISTED/TESTED OTHERWISE. VENT CONNECTORS' SHALL BE INSTALLED WITHIN THE SPACE OF'AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARENCE TO COMBUSTAI3LES PER TABLE NO. 5-C, IMC. • DUCTWORK DUCT SYSTEMS SHALL BE OF METAL AS SET FORTH IN TABLES 10-A, 10-B & 10-C. OR FACTORY -MADE AIR DUCTS COMPLYING WITH TMC STD. 10-1. JOINTS ANI) SEAMS SHALL BE SUBSTANTIALLY AIR TIGHT; SECTION 1002 IMC. TABLE 10-A (RECTANGULAR DUCTS) AND TABLE 10-B (FLAT, OVAL & ROUND DUCTS), IMC. INSTALLATON OF DUCTS SHALL COMPLY WITH SECTION •1004, IMC. DUCT INSTALLATION SHALL BE INSTALLED PER THE W.S.E.C. TABLE 416, PIPING: • FUEL GAS PIPING TO BE INSTALLED PER CHAPTER 22, IMC. GAS METTO A GAS METER SHALL NOT BE INSTALLED UNDER A STAIRCASE. TITER QS,DT: PROVIDE A NIGHT SET THERMOSTAT AS REQUIRED BY THE WASHINGTON STATE ENERGY CODE. MOM CODE DATA: THIS BUILDING IS DESIGNED IN ACCORDANCE WITH CHAPTER .4 • (PRESCRIPTIVE DESIGN METHOD) OF THE WASHINGTON STATE ENERGY CODE FOR • Caklag' HEAT WHERE THE TOTAL GLAZING AREA IS LESS THAN OR EQUAL TO 25% OF'TFIE TOTAL CONDITIONED FLOOR AREA, MINIMUM INSULATION VALUES REQUIRED: WALLS: CEILINGS: FLOORS: SLAB EDGE: R-21. R-49 R-30 R-10 ALL WINDOWS AND SKYLIGHTS TO BE PER ENERGY CODE (2012 W.S.E.C.) DUAL GLAZED CLASS 30 (11=0.30 MAX.). A\LL OPERABLE GLAZING SHALL HAVE INSECT SCREENS. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS FLOOR AND ROOFS, AND ALL OTHER SUCH OPENINGS INTO THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPED TO LIMIT AIR LEAKAGE. ALL EXTERIOR DOORS OR DOORS SERVING AS ACCESS TO AN ENCLOSE UNHEATED AREA SHALL BE WEATHERSTRIPED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER IN A CLOSED POSITION. he Buildingn'ust° im :prove the energy efficiency of the #. Thereslalt AFttle:alterations..or repairs to t Eveloem P building, acid: comply with the overall average:thermal transmittance'.values:of the elements of the:: exterior. budding envelope in Table•5-1 of Chapter 5, or the nominal:R-values-and .glazing,requirements of the~ reference. case in Tables 6.1'and 6-2 of Chapter 6: Untesfed:storm.windows may be installed'over,1 existing glazing;foran assumed U -factor of 0:90, however, where glass and sash are being replaced;••.. • glazingglazing.SheittOmiil with the. appropriate reference;Ose'in Tables 6-1 .aid 6-2. Where the structural . elements:offithe altered portions of roof/ceilii*:,V, all •or floor are not being replaced, these elements: shall '=bedeemed to comply with the Code. All existing framing cavities which are -exposed during construction_ ':a hail.:bo`:filled to, the full depth with batt;insulation or insulation having -an equivalent nominal R -value: -2x4 framed walls shall be insulated to 2x6 fra aimnii'numof R-15:and med•.walls shall be.insulated to a..,,; ,- inimum of R-21, (WSEC•101.3 2:5)�` ••• ' rl� ' p REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 5 2016 • 122nd Avenue NE h Residential I Light Commercial