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Home My WebLink AboutPermit D16-0097 - BISHOP RESIDENCE - REMODELBISHOP REMODEL 4921 S 107 ST D16-0097 Parcel No: Address: Project Name: 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 5476800140 Permit Number: D16-0097 4921 S 107TH ST BISHOP REMODEL Issue Date: 5/23/2016 Permit Expires On: 11/19/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: BISHOP ROY E 300 QUEEN ANNE AVE N #282 , SEATTLE, WA, 98109 ROY BISHOP 300 QUEEN ANNE AVE N #282 , SEATTLE, WA, 98109 GOOD EARTH BUILDERS LLC Address: PO BOX 2968 , KIRKLAND, WA, 98083 License No: GOODEEB956CH Lender: Name: ROY BISHOP Address: 300 QUEEN ANNE AVE N #282 , SEATTLE, WA, 98109 Phone: (206) 271-2127 Phone: (425) 241-6425 Expiration Date: 2/8/2018 DESCRIPTION OF WORK: SINGLE FAMILY HOUSE INTERIOR REMODEL & REBUILD EXISTING (2) EXTERIOR DECKS WITH PRESSURE TREATED MATERIAL. NEW FIXTURES & FINIISHES Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $991.02 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: NONE 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: Channelization/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 CO Authorized Signature: tr9L Permit Centerg Date: 5-2-3--( 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 and agree to�ihe conditions attached to this permit. Signature: /41, Print Name: X L( Date: 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: 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. 9: 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. 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 Permit Center. 12: 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. 13: 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. 14: 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** 0301 CONCRETE SLAB 0201 FOOTING 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKOVIZA Community Development Department Public Works Department Permit Center 6300 Souihcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b ((p- ©eq7 Project No. Date Application Accepted: LA -1.1.--( Date Application Expires: to _ 1 (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 S1 King Co Assessor's Tax No.: T t'? 0 0 J o Site Address: 411- I S9�'�' 1071 v WT 114164,1* 11178 Suite Number: -"'— Floor: Tenant Name: 0 PROPERTY OWNER Name: riii 16i S 0 f Address: 300 .uf A74, f. A �. ju _ # AI City: cf24-erce- State: Nit_.Zip:18 1 G 1 CONTACT PERSON — person receiving all project communication Name: to'- L1 S ,1_ p Address: c o &tix -2 q 6.A Company Name: su,j Kg Slri1Fl►Ndl Address: 300 a ' Zipl 80j3 . N . -1112 City: -I(r` State: I i, A. Zip:Qt t 4(o7 Phone: (2- b) 29{ " 2.i t ax: % -- Email: d�k Email: ro Q li14 ora 1404 . coo_ GENERAL CON'T'RACTOR INFORMATION Company Name: 49,00fIcse, £ p ca glo By i Address: c o &tix -2 q 6.A Company Name: su,j Kg Slri1Fl►Ndl al- Ipk IA& . LA/A1 Zipl 80j3 Phoney Contr Reg ..• Exp Date: Zip:15 0' . J) Tukwila Business License No.: HAAppliaiio sWomts-Appliatione On Line12011 ApplicatiotsV'emni Application Revised - 8-9-1I.doae Revised: August 2011 6h New Tenant: ❑ Yes N..No ARCHITECT OF RECORD ( Tfpu h*-') Company Name: otWjtci Company Name: su,j Kg Slri1Fl►Ndl Architect Name: ])�; n /iv i _ , Address: i/1 632. _ 1frlikk„sr_- i" City: ).L 1( - State: wk.. Zip:15 0' . J) Phone: f 4)47 IZ - r7.Qt, Fax: ___-,_- lijRSi �� U Email: d�k Zip: ENGINEER OF RECORD Name: i to c Q�j t,t ii N q t) Cs� , _ 1 Address: 30 _p1 ,4 nu Company Name: su,j Kg Slri1Fl►Ndl Engineer Name: '"o or we's '" 1 Address: City: State: Zip: Phone: CI417 ..fb1G Email: A Wsk A' 0 kf t....in• con, LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: i to c Q�j t,t ii N q t) Cs� , _ 1 Address: 30 _p1 ,4 nu Cit_ Y Qj S i4 Zip: 14'/o Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ K) Q Existing Building Valuation: $ 2'� (JO 00, J Describe the scope of work (please provide detailed information): �i . . !2, Tl-►Ut ti S f 1`r9`'f' t ," t 1 p��''% � `�2Q�' T L'IGO �C ( l `D�v.Ls we T't - orr ° rtA'r (2-- . /$ F xTTs• iNa , . Will there be new rack storage? ❑ Yes CA. 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) 14 'i'1 *For an Accessory dwelling, provide the following: WA Lot Area (sq ft): Floor area ofprincipal dwelling: Floor area of accessory dwelling *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 1 Compact: ------ Handicap: -- Will there be a change in use? 0 Yes T, No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: WA. ❑ Sprinklers 0 Automatic Fire Alarm❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No /f "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 VI On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. x1Apphcuio strong-Apphcm;«a On Line12011 Agdicatioro\Permit Applieanion Revised - 8.9-11.doex Revised: August 2011 bh Page 2of4 Existing Interior Remodel Addition to Existing Stud= Type of Construction per Inc Type of Occupancy per IBC 1' Floor 1, (31 f, 0 ti N`1/N]um bio f.i v `.f3 [Z-3 2n4 Floor —3-a X39 3-3 g-- Floor moors ihru ------ Basement 119 00 Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck WoLO Uncovered Deck 4s 9. \ / .` / v 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) 14 'i'1 *For an Accessory dwelling, provide the following: WA Lot Area (sq ft): Floor area ofprincipal dwelling: Floor area of accessory dwelling *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 1 Compact: ------ Handicap: -- Will there be a change in use? 0 Yes T, No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: WA. ❑ Sprinklers 0 Automatic Fire Alarm❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No /f "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 VI On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. x1Apphcuio strong-Apphcm;«a On Line12011 Agdicatioro\Permit Applieanion Revised - 8.9-11.doex Revised: August 2011 bh Page 2of4 PUBIC WORKS PE Rlt 13` INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): X ( 5"'i1 f.21 Si KA 440v -SS ,TNT 4 0,_ ' 4141-0 1P‘fr7ro2 . No �`rlh( Ole citikalP of WA -M ATF % 4 L°oM . Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W• ..Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided lever District ..Tukwila ❑...Valley View ❑ .. Renton ❑ ...Sewer Use Certificate 0 .. Highline ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle lank System: 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 Asmlicatlon (mark boxes which aunty): pf tJ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that army): PM ❑ ...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 cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ -.Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " ❑ .. Geotechnical Report ❑...Traic Impact Analysis ❑.. Maintenance Agreement(s) ❑...HoldHarmless —(SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance Irrigation Domestic Water 0 ...Permanent Water Meter Size... Wo11 ❑ ...Temporary Water Meter Size .. " WO # ❑ ...Water only Meter Size WO # ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...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: 1AppliationslFomu.Apptical,m On Lina12011 ApplicatiorelPvmit Application Revised - 8-9•11.doce Revised: August 2011 bit Page 3 of 4 PERMIT APPLICATION NOTES Value of Construction —In all comes, 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 13Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Sign tHNG OWNER ORA '80R]{ZEf GE Signature: (.. DC7t \ //�J i Tj(Krs+443P Print Name: Mailing Address: 3oo 6Lk A-MJE Dale: 01 (9/40 Day Telephone: 04'9 111 2 1 IT Ate. 11/41.,+ 2t,Co - rte, VW 18 State Ztp gal H:Up ionsWocas-Applicatio s On Lioe12011 Applications.Pennit Application Revised - 5-9-11.doca Revised: August 2:011 en Page4of4 DESCRIPTIONS PermitTRAK 1 ACCOUNT QUANTITY PAID $1,151.51 D16-0097 Address: 4921 S 107TH ST Apn: 5476800140 $991.02 DEVELOPMENT $962.00 PERMIT FEE R000.322.100.00.00 0.00 $580.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $377.20 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.02 TECHNOLOGY FEE R000.322.900.04.00 0.00 $29.02 EL16-0317 Address: 4921 S 107TH ST Apn: 5476800140 $160.49 ELECTRICAL $152.85 PERMIT FEE SINGLE FAMILY R000.322.101.00.00 0.00 $152.85 TECHNOLOGY FEE $7.64 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8159 R000.322.900.04.00 0.00 $7.64 $1,151.51 Date Paid: Monday, April 11, 2016 Paid By: ROY BISHOP Pay Method: CREDIT CARD 760989 Printed: Monday, April 11, 2016 11:23 AM 1 of 1 _ 7. : [ k1) SYSTEMS INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 06417 Pct: roe1 iStIO)0 o bel- Type of Inspection: Et.dl C,`DfAJ6- gv.AL Address: 'Nzi S M7 TH ST Date Called: Special Instructions: Date Wanted: / /% p.m. Requester: Phone No: Approved per applicable codes. DCorrections required prior to approval. COMMENTS: Inspector: Date: � 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 INSP ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 t% -o097 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Pro' ct: mss ' ct et. Type of Inspection: AfAu._ bust/IA-11a Address: Date Called: Special Instructions: Date Wante - ii A el.221.4.11. Requester: Phone No: ®Approved per applicable codes. tCorrections required prior to approval. COMMENTS: Inspector: Date: q /2/6 n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPE ON N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit b) -oo97 PERMIT NO. Pro' ct: iSiStivP2e111ori)6'L. Type of Inspe r ion: itbuo- JISVL Address: 119Z1 S«7 5-- Date Calle . Special Instructions: Date Wante d f �tr a.m. p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: P /x5- e �i M.9,A-7010 To Coyne. Inspector: Date: 9/46 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 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bib -00Q-7 PERMIT NO. Project, NSFio1P 12eiio "L Type o�spection: fitAJG- Address: '/92/ S /l7 5?' Date Called: Special Instructions: Date Wante : 2 p.m. Requester: ,// Phone No: EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:A Date: 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 INSPE 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 1)16 (1c 7 Projest: 13rSHCP 006--1- Type o spection: tit) Ai& J r4 -LL ,/-x,tr /1 t? oz.73 t I- 1 1 Address: 4e)2/ S /07 ni Sr Date Called: 3� L Au__ f z rokruS Instructions: Date Wan d: e26Special �� p.m. Requester: /// Phone No: -7-of ) /zoN4-A-L 6/-'t`.1 /0 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: J r4 -LL ,/-x,tr /1 t? oz.73 t I- 1 1 3i/, z Piavop6 Ostii (far eerktt za ti ,i F f 1-c-0174 l A c+plie-A ! 3� L Au__ f z rokruS LOPerrifitu MA-Az/06 Ai- eter 4ztcs avi sr- cze '1e,vi6x taremPLArzf itki I Uiwy AI- G) by..AsizyP Ai- PuRezt cr- LJA 5 -7-of ) /zoN4-A-L 6/-'t`.1 /0 1 in AirA)t- /- Jc r �S aCraCkAZ fig, InspectorA 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 INSPE ION 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 %1&. , coq Proje� e �,� /� SHOP P01/"'BeL. Type of Inspection 6.1AVApc- Address: 10219 /O7 771 Sr Date Called: Special Instructions: Want `,ARe qDate uester: Phone No: 1-� Approved per applicable codes. D Corrections required prior to approval. riN COMMENTS: Inspector: Akwi Date: t/ // 6 F-7 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 -NO -0097 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje QJ/floTL 5i-fof Type of Inspection: t!/ALC. Sf �A)6_ -16. 2 Address: QV/ 5 /07%n ST Date Called: Special Instructions: Date Want � (i 4///6 a.rr p.m. Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Inspector: Date: 3/1/46 1/ /6 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 o“ P$ Proj ct� Type of Inspection: ...—iO(sko I AL 4re i O . 0 7 ft sl�� Date Called: Special Instructions:Date 10 `1 Wanted: _3o ' a.m. p.m. Requester: Phone No: LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: Pegvmc decv61-1 Ino LSP apt✓ AeMo✓4c acM l&/JC- 46-a4,, Inspector:A Awi Date: g00, 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 P ermi� (6 - b C. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projecte.f- a(S k6, of- Type)of Ins ectiof i , r Roof i ce-Ge k[ 1 L -(4s 1 .� (o 7 � ) r �'e`e i 1' F Date Called: .J 10Special Instructions: IA !' l 'Phone CSC( % el' 1- F—� Date W me j// — 1 b a.. p.m. Requester: Q lyo: �Lo 6+ 7 2-117 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: WI" Prwro-vr 01 \refC A/AI L.__ Inspector: Date: /-/ ?(:)/(6, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CORRECTION LTR# RESPONSES TO STRUCTURAL REVIEW COMMENTS FOR ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 May 2016 bW,00't7 RECEIVED CITY OF TUKWILA MAY 12 2016 PERMIT CENTER Response to Correction Letter #1 dated April 27, 2016 DEVELOPMENT Permit Application Number D16-0097 BISHOP REMODEL - 4921 S 107 ST 1 Posts and footings are shown on the attached plans. They transfer the Toads all the way down to the basement footings. 2 Details G and H are added on attached pages. Detail G shows the connection of the deck on to the existing structural. Detail H shows the guardrail construction. Calculation page 7 for guardrail construction is attached herewith. 4x4 POST UNDER DURAN CONT, TO FOUNDATION NOTES: --ll ,.DETAIL PER S-1 ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 UPPER ROOF PLAN 21 . JOIST CUT SHORTENED AT STA1R OPENIPIG & SUPPcPTED ON NEWVLALL NEW ROOF BEM REF. DETAIL E/S-1 FOR SHEATHING LAYOUT (TYP.) NEW ROOF BELOW REF. DETAIL. 0-1 FOR SHEATHING LAYOUT NOTES: 0 " =DETAIL. PER 5-1 FRAMING NOTES: 1.EtTpOSONALLS *3-4 Of, FRAMED 430 2x6 STUDS 0 16"'b:14 U.N.O. 2. INTERIOR WALLS TO BE FRAMED w/ 2x4 STUDS 0 16" c.c. U.N.O. UPPER FLOOR & LOWER ROOF FRAMING PLAN ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 4x4 P/T POST 6x10 P/T EDGE BEAM (TYP.) (STING JOIST & BEAM EXISTING JOIST & BEAM NEW STAIRWAY 3 T. JOIST CUT S RTENED ATSTR OPEN( G & SUPP RTED ON NEW ALL 6x10 P/T EDGE BEAM cm.) 4x4 P/T POST NEW 2x4 HF#2 WALLS Nom 10 (STING JOIST & BEAM EW STAIR STRING (3) 164 NAILS TO EACH WALL STUD ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 NOTES: p16• o.c. 0--1+ =DETAIL PER S-1 FRAMING NOTES: EXISTING JOIST & BEAM 1. JOIST HANGERS TO BE SIMPSON "IUS" SERIES U.N.O. (6x10 P/T EDGE BEAM ('•) MAIN FLOOR FRAMING PLAN 4x4 P/T POST (TYP.) (2) 4x4 PT POSTS ON PRECAST CONCRETE DECK BLOCK w/ ELEVATED POST BASES SING x6 POSTS CAL. 0 NEW 2x6 HFF2 EXISTING 016" o.c. WALL, FOUNDATION YP. & FOOTING 0 5414. Fh 4g ?OST NEW 2x6 HF#2 O 6" o.c. WALL, PI TYP. r4 4x'1-.1 P8 57 NOTES;, Q ----L = DETAIL PER S-1 FOUNDATION PLAN GRADE 0 0 ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 2x8 BLOCKING 08'-0" o.c. w/1370 CONN ANGLE 0EA SIDE & EA END OF BLOCKING FLR. JOIST WALL HB3B WITH 5/8" DIA. ANCHOR 8'—O" o.c. I ST1NNN TOP PLATE Q-fEyCpK)NG DECK JOIST PER PLAN £t 5 -lm p,so o i s T ,-A-A/ Gr WALL ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 LA & ,elz640 ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 CA -WIC 2 6 ihriputtk, 7Lop rAL,11..d foLomspekteume) B.117-4 (57V/ 0 . ) C25 4t. 542,-v7 5.()* - (2:5CV /is (541 45 p5 -C coc, Cited< 3 '4 3. Veil( 1-./D6sT ak4 3 be MCIGNG PAX -1-11-1111-1 14hli LA& 5eg.efAI• 2x PT JOISTS PER PLAN (57)) 31:, 7 101VP-Ravt, PS -7A (1 6 rc.Pre-S. ; Cdc (Zr) (7,3-) • clbe„(„k 44 ,( 6 po57 / 3, = 6260 3,5 it '700 96 002) _ (05-t`d BEAM POST Itti.e. 1) -ea -k 424..f... Proletz: 6/16e Ikti3e, Re hi Odifk, Designer: t kf/t14) Oate: . 2 / — sbeet: '7 STRUCTURAL CALCULATION FOR ROY BISHOP HOUSE REMODEL 4921 South 107th Street Tukwila, WA 98178 April 2016 Noo97 FILM RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER Table 4 2 STRUCTURAL LIGHT FRAMING sad APPEARANCE ---2" to Off Thick, 2' to 4" wide Recommended Design Values is Pain* Per Square InchVAVPA Gratin Rides Grades Described in 0000030 42.1* and 53.119 Moos Isar sires. Tasew lied. - -_ les! .cels lit 11456144 OW4st�IMt metaMow. MU Useless K RMw ft" "t4" • � s Rata "Fc" t DOUGLAS FtR4ARCH Select Structelr.t• 2100 2400 1200 95 36S 1690 1,800000 Ns- 1(6. dpesrs� 1130 2092 1050 98 385 125011500 1,300,500 No. 3 ; 1450 1925 550 830 95 395 MGOO O 1,500.000 o.DOJGU S FIR SOUTH Select Structural 2000 2300 1330 90 335 1400. ^ 3,400,500 No. 2!� 1700 160• 0 CA �9Cpi 339 21'501900 1,50 Ido 3 773 075 450 9U 930 _ OQ000 H13A 1t 1541p,, ct Structural 1430 1900 918 75 245g 1300 1,500,000 lei !� la 1000 623 75 75 2ls 1• 1200 L Table 4,3Recommended gn hP MIn AWS unds Per Square Inch EARASCE—r 4,1 'Thicke� end Wider Wein Deseribed 02All bad WAD Sadie., R er:.its RR species sr snap 00001AS 4R24ARCCH Wrens Tber Gnus is ilisdig NIS" >aerMe eea- Vera*Sr t.e. 30111$e elr.aas"a urer , i 00 2050 1200 95 385 .800,000 Ha 13 /A3 115 1 2000 96 385 1250 1500 1 1O 1379 95 383 1480 1,700,000 725 Oa.3 475 _ .. , .... _ 95 _ 389 673 1,300.000 • DOUGLAS FIG ✓<lUili 335 1250 1.400.000 j 3 1700 1950 1150 9 5 90 53:51 1130 1350 1,400,000 _._ 188---� 339 800 1,300.000 1.3.00,000 Select Structural y_._ 1630 WO' 75 245 11'50 1.500,000 HE#!-F1R ... �1 _ 1, iso 7g ,400400 245 1�a� 3 .200.000 Tame 4A and STIUNGERS—V and Thinner � Mere Than r Smelter Thai Thickness Recanimended Design Values in Pounds Per Squats inch ltdrunatber Stress Ulla Sod. --rillSol la Ossdlog "Mr 'Wail add Plow Illaishei 41 SP*, sr SawF lis arab = tbstidly sick& HsM.s "• .pip "yy ' *j. JWv "8" DOUGLAS ielR4 AltCtt Select Ha 1t Strom'1350 860 65 � 11009 1.600.000 DOUW S rift SOUTH sailet 1 1550 1150 IOW 55 5X47 ago ..335 1.00o 75 00,000 inzemrte eti 40101040. Describe* A G� RRull WWPs grub x Ir and Linger TMs .5 NWidth eat Mere ► POSTS and 2'&eater Than Meknes Racateaaeiided Design Values In Pounds Per Sews Inds Cdrepee T..eis fed. modebanseuvel n. lelrteee "�sr' race► erere diwiar *ilia fxr Imo ansa 000 0110011101 __ 'M- c ailit,,,�" ,.�1.. ..L". 95 all3 USG "C1114000112°044 77; O0;i33. S FIR -LARCH sa�DOoa ^rs f63115 1000 Structural 1400 150 - lash DOUGLAS FIR SOUTH 1150 775 65, 3311 925 in Ses1=11r011 Gradigg Doles inug- t.: t l 5lir ALtr ret Q 14.t.., X1-;14' nrttd_ 40- i 1 26 - TABLE RJR1Willi FLOOR JOIST SPANS FOR COMMCJ1i UMBER fRouldentheI*gMON iveloaA■40pat, IA= .tom SPACING Ott MW GRAIN01101111119 OEADLOAM. 10p1 OEM LOA De210 2x8 2x0 1 2x10 j 2x12 2x0 1 2x0 3 24110 23(12 Yrodmwer Soar IoM spas. 0.-4e4 01 -try 01-110 01-in4 to -24 (pr-nl 01•tnj O+ -1n4 12 Douglasfir4anch SS 11-4 15-0 191 23-3 11-4 15-0 19-1 23-3 Doug1as&-1neh 01 1041 14-5 18-5 22-0 10-31 14-2 17-4 20.1 Douglasfiplach 02 104 14-2 j 17-9 20-7 1044 13-3 16-3 18-10 Donatesfr-lad 13 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14-3 Hem -fir SS 104 14-2 18-0 21-11 10-9 14-2 18-0 21-11 13mm-fir *1 10-6 1340 174 21-6 10-6 13-10 16.11 19-1 1Hem-fir 42 104 13-2 16-10 20-4 10-0 13-1 16-0 18-6 Hero-fr 413 8.8 11-0 13-5 15-7 7-11 104) 12-3 Southern pine SS 11-2 14-8 18-9 22-10 11-2 144 18-9 22:10 Southern pine 01 10-11 143 18-5 22-5 10-11 14-5 18-5 22-5 Southern pine 02 10-9 14-2 18-0 21-9 10-9 14-2 I 16-11 19-10 Southern pane 03 9-4 11-11 14-0 I6-8 8-6 10-10 12-10 15-3 8pumpiue-fa SS 106 13-10 174 21-6 10-6 13-10 174 21-6 Spruce -planar .4 01 10-3 13-6 17-3 20-7 10-3 13-3 16-3 18-10 Spruce -pine -fir 02 10-3 13-6 17-3 20-7 10-3 13-3 16-3 18-10 Spraooppiae ilr 03 8-8 11-0 13-5 15-7 7-11 10-0 12-3 14.3 16 Douglas fir4ardt SS 10-4 L 13-7 17-4 21-1 10-4 13-7 17-4 214 Douglass -larch 01 9-11 13-1 16-5 19-1 9-8 12-4 15-0 17-5 Duogleafir l rch 02 9-9 12-7 15-5 17-10 9-1 - 11-6 / 14-1 16-3 10.712 i—' Damianfir- 03 7-6 9.6 114 13-6 610 84 --} 16 Hem -fir SS 9-9 12-10 16-5 1941 9-9 12-10 16-5 19-11 Hern-fir 01 9.6 12-7 160 18-7 9-6 - 12-0 1 17-0 02 9-1 124 15-2 17 7 8-11 X11-4, 13-10 -164 Hem—ti 4D 74 9-6 114 13-6 6-10 8-8 12.4 Southern pine SS 10-2 13-4 17-0 204 10-2 13-4 17-0 20-9 Sow pine01 9-11 13-1 164 20.4 9-11 13-1 16-4 194 Southern pine 02 9.9 12-10 16-1 18-10 9-6 12-4 14-$ 17-2 Southern pine 03 8-1 10-3 12-2 144 7-4 94 11-1 13-2 $ *R *-pine-fir SS 94 12-7 16-0 19-6 9-6 12-7 16-0 19-6 Spn ee-p1ne-flr 01 9, 4 , 12-3 15-5 17-10 9-1 11-6 14-1 16-3 _rave -pine -fir *2 9.4 12-3 154 17-10 94 114 144 16.3 Spruce -pine -fir 03 7-6 9-6 114 . 13-6 6-10 ' 8.8 10-7 " 12-4 (continued) Floor ‘fer5t s: 3 ?51,1, of i90 Re »i o de Des#gnec k� tire:�t t 1 20 /1a - - TABLE DF 27 DOUGLAS FIR - LARCH Glued Laminated Timber FLOOR BEAMS FLOOR LIVE LOAD THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION S&nple Span Beams For Preliminary Design Purposes L7maron thickness: 1.500 in. CO Damon Welt 1.00 Span 1 380 for LIVE LOAD 10.000 LOAD FACTOR - sr 4$7E Mai BEAM CAPACITY, UNIFORM LOAD w, pie v1>tialb 04181 4111111174/7101. It D. 31 MO. p1 8 0 10 11 12 13 14 15 10 17 11 10 20 21 22 33 24 314 6 4.6 661111 39 0 167 0 1410 1000 650 110 560 - - - -- - - - - - 314 7112 5.7 7150 030 3880 2700 2120 1670 1330 1000 000 780 530 - - -- - -- - 311 5 /.8 10006 9 8338 6330 475 0 388 0 21110 2310 157 0 154 0 120 0 1060 02 0 790 88 0 555 - -- 3118 10112 8.0 14358 11348 0108 7550 0810 4670 3160 210 2160 2050 1720 1470 1280 1000 940 530 730 3116 12 9.1 14158 11518 12038 028 5338 4030 5470 4440 3880 3060 2670 E4/,Q WA., _MO 141,0_,_ JR 311 13112 10.3 23468 16758 IWO 8 12058 10068 5508 7758 0130 5210 4350 3050 3110 3070 2310 2010 1760 1510 311 15 114 27278 23058 18758 15308 13028 11008 0578 8338 715 0 MD 502 0 400 3680 315 0 2750 2413 2120 311 16112 12.5 3000. 20108 WW1 18759 1575 8 1342 8 11558 10068 816 8 7158 5690 515 0 410 4210. 9060 3200 262 D 311 18 13.7 3000. 3000' 25718 22310 1176 B 1595 B 13738 12009 100511 034 8 333 B 735 O 1330 3470 475 0 4150 3050 3110 1012 143 3000• 3000' 2408 26161 2931 8 167511 1117 8 1405 8 1236 B ION 8 076 B W88 7818 1110 007 0 • 5300 4550 514 1 7.5 101 D 422 0 367 D 2310 175 0 1400 112 0 110 - - - .- - - 1 - - - 514 7172 113 11730 •240 601 0 4510 3410 2730 2100 1750 1470 1220 103 D - - - i - - - 514 • 11.2 17308 1367 0 1036 0 7140 1010 472 0 3730 307 0 333 0 2110 1780 1510 13011 112 0' 070 - - S118 10112 13.1 2354 11943$ 100701 12!60 7640 7500 •010 4660 4020 3650 2630 2400 20.0 17.0 1600 1330 1100 511 12 140 70758 21908 1088 0 113E 0 13170 11300 IND 7280. 301 0 5010 4W 0 306 Q 307 0 306 0 D 171 D 511 1312 108 31'38 3075 8 2481 B 2036 8 11308 14748 1271 B 10 5 0 3550 7130 6010 5110 4 50 . 370 0 32650 208 0 2530 316 11 10.7 24310 18208 1118$ 13614 14750 1780 6340 7000 x010 5130 1110 3150 3460 44750 371111a 75758 21418 511 16112 20.1 51548 43308 37218 307$ 8 401411 2202 8 111818 10348 14478 12748 10870 4120 7110 Of 0 6010 675 0 413 0 511 16 WA 048 41008 42178 31508 307513 2008 2267 8 19149 170'7 8 15038 13358 1150 8 15110 141 D 7503 163 0 1010 514 10112 242 x000. 10528 47318 41318 35068 3438 2400 22768 1687 8 1711178 1602 8 43051 12448 1133 8 1104 0 1180 7840 514 21 242 6000. 8800" 19088 49828 50048 60008 40128 35318 30188 75100 22680 20148 17888 15168 1432 8 12818 1172 8 WW1 014 0 514 22 42 760 447311 31088 3482 8 20168 26018 22088 70388 18188 14419 14738 13368 12179 11138 5000' 1000' 514 24 20A 46208 43738 30028 33768 2940 8 26068 274 8 2006 B 1818 1665 5 15103 1378 8 12558 0000. 6000' 0000' 9023 8 611 2012 31.8 WOO. 6000. WV • 6000 • 53151 47700 43168 37188 33060 W1313 25811 23068 20708 1610 8 1458 1544 8 1412 3 1154 0 04 X101' 0 NOD 4050 3040 2340 194 0 1460 87 10 - - - - .. - - - - 8314 7112 12.3 115410 10050 711 0 80113 405 0 WOO 2610 234 0 100 0 1310 136 0 - - - - - - 5314 1 14.6 W11111 18008 1310 10270 7010 4072 O 4010 406 0 334 0 7710 234 0 188 0 1710 1410 126 0 - - 6314 10113 173 3101 8 24508 15168 16310 12180 8810 7010 000 6900 4420 3720 3160 7710 2540 2040 1780 1570 6314 12 141 41608 33000 2512 8 2142 8 1500 8 14750 11.10 8600 0614 1610 MO 4'20 4880 D 4 MD 234 0 8114 13112 22.1 40711 40881 3111111 2711 8 3770 B 1941 8 1414 8 1510 11210 088 0 781 0 6730 5770 946 0 4830 37110 334 0 534 15 24.0 Pat $ 40068 4060 8 594' 8 21138 23828 2047 8 17718 1645 0 12110 1035 0 W30 7610 883 0 6640 880 0 466 0 5314 1612 27.1 87104 5742 8 40018 40308 33018 WW1) 2154 8 21238 1464 0 1132 8 144 0 12210 40630 1101 0 ' 1010 160 0 608 0 8374 11 20.5 T8 64108 55543 4100 3 40018 WWII 21658 2604 8 2187 8 1825 8 17013 1/243 1517 0 ` 1181 tl 1027 0 5100 7510 644 1812 10.0 1000. 73253 62403 54358 41058 34168 33708 20108 25458 22428 10105 17758 OHS 1488 18848 11430 18110 534 21 34.5 mop 3000. 81788 60408 533/11 4123 • 3150 0 33888 30013 25818 rat 20438 18348 Mill 15028 13118 12518 834 22112 300 1000 • 0000. 77708 6703$ NW 8 5106 8 44238 3377 B 33429 9142 8 2138 2520 8 M18 1818 1712 a 1568 8 14168 534 24 314 WOO • NOV 4000' 74018 • • • • 94508 57108 0008 43358 3777 3 33288 29308 3193 B 23148 2134 8 11318 1708 1812 8 11314 2510 41.1 7107 a 6206 a 5111 8 42388 3732 8 3940 8 18158 265311 23659 2172 B 10'1'18 11008 •000 5000 IOOD I00D 1000' 050' 3000' 6000 • 41648 14110 • 84) 77 444.3 7773.8 WI11. 41318: 826.77 AMA_ 1111111 11111_ 17018 2aar fl mina 71nit *121R R 1 R 844 3112 45.4 • • • 3000 • 74683 8 61851 52358 41108 4000 8 300 3 32/78 28609 28138 2444 8 7296 ■ IOOO •000. 1000 1000 . 86168 • 404,114 Pr„iect:i5 o� - jbemQdtkio - t3esigner, Date: Aprf[ sl,:. 3 SIMPLE SOLID COLUMNS AXIAL LOADS So* 3nsou► sforussatsbtse ;ode _ Obasin slielebie E Vskot 1 iulnb� deed. Toteo of f c' g1u111661n17ol 31 1 C alelum for athes one inches � Fe' wtw Tote) t17fOrrtbis load on column equals MODULUS OF ELASTICfl Y (1.000.000 ie4 1.3 1.2 1.3 1.4 1.6 11 1.7 t.8 1.5 21 CROWa etasemeas 18188 Nosing Mot 2 3 4 2 3 4 2 a 4 2 3 4 8 a 4 8 3 4 6 1% 2% 31 15 2% 314 1% 214 316 116 211 316 5*5 2% 334 8%4 2*5 3% 335 Lin .8 24 0 144 103 32.0 182 137 40.0 24 0 17 1 48 0 28.6 200 13.1 33 8 24.0 153 417 460 1157 1302 2283 2552 234 284 S51 732 1273 1438 150 169 417 489 217 919 104 289 687 1400 117 326 636 1578 213 239 417 489 1029 1158 304 183 183 27 4 219 389 11.5 708 888 3 23► 43.2 121E 146 4 BYe 30 8 262 294 5 16.6 622 700 3 4 6 8 6 314 534 711 7% 480 34 3 71.8 18.8 180 104 117 2514 • 230 504 587 676 936 034 4063 11 571 1447 zeas 293 81 1596 3 FEET UNSUPPORTED LENGTH 673 623 87 129 781 633 1691 1738 1881 2028 2170 2313 3119 3403 8888 3470 4253 4637 4 FEET UNSUPPOWTED LENGTH 322 362 381 410 439 429 4 3'45 977 1098 1138 1221 1302 1755 1914 2074 2233 2393 2562 t FEET 186 200 621 573 1021 1123 6 FEET 130 143 362 398 708 780 1751 1426 UNSUPPORTED 226 744 283 626 877 729 1226 1327 1429 LENGTH 281 300 781 833 1881 1033 UNSUPPORTED LENGTH 158 161 162 195 208 434 470 508 543 579 851 222 992 1089 1134 2101 2276 2461 2620 2001 7 FEET UNSUPPORTED warm 266 262 314 3*5 372 399 426 621 373 026 677 729 781 839 1206 1418 1543 1672 1801 1629 2058 8 FEET UNSUPPORTED LENGTH 203 224 244 264 285 305 320 381 461 479 519 858 618 538 885 1083 1182 1260 1379 1477 1575 9 FEET UNSUPPORTED LENGTH 161 1 113 2008 225 241 315 i. Af 378 410 441 47 1011 1083 1167 1246 2A 666 937 990 1042 1146 1250 2455 2604 2749 2894 3183 3472 4821 5104 5380 6871 8239 8806 499 627 537 586 645 708 1383 1465 1348 1628 1790 18'83 2712 2871 3431 3190 3509 3828 319 885 1736 335 358 375 937 980 1042 1837 1940 2042 221 234 616 851 1205 1270 2>*75 3151 413 1143 2248 247 240 288 087 723 706 1341 1418 1580 3320 3501 266/ 450 1250 2450 312 668 1701 4201 452 478 505 531 585 638 885 337 190 1042 1140 1250 2186 2315 2444 2572 2330 2087 346 366 367 407 448 486 578 716 786 786 377 657 1874 1772 *571 1989 2106 2363 287 273 289 308 322 3 6114 534 1 130 143 255 281 6'30 093 1095 12.06 1172 1289 UNSUPPORTED LENGTH 199 182 196 208 332 357 393 408 810 882 948 1009 1424 1533 1643 1752 1623 1041 1758 1975 159 306 758 1314 1406 11 FEET UNSUPPORTED LENGTH 4 ata 37.7 188 190 211 232 253 274 295 318 337 8 6% 24.0 417 468 621 625 977 729 701 633 e 711 18.2 724 016 903 1413a 1177 1267 1368 1449 7% 17 0 776 672 868 1162 1239 1356 1453 1530 8 4 316 41.1 142 160 6 6% 20.2 360 394 8 Iii 19 9 806 894 8 733 19 2 061 772 10 911 158 990 1314 t0 0Ya 151 1445 pds7 - ,- ,r;-ty 4y :3 Jci, (3 )= 12 FEET UNSUPPORTED LENGTH 177 105 213 230 248 245 284 438 481 525 319 613 658 700 • 740936 913 989 1065 1141 1217 814 895 977 1055 1139 1221 1302 1235 1962 1485 1601 1733 1857 1981 1325 1400 *478 1556 221 434 1071 1062 1992 359 885 1538 18411 301 744 12.93 1983 2104 7220 234 489 1134 1971 2109 360 937 1829 1743 247 485 1167 2081 2227 401 910 1720 1840 319 337 708 832 1389 1445 1445 1548 2228 2362 _ �_ _— 2350 2481 _ _ 364 633 17 t2 260 200 510 581 1280 1368 2190 2409 2344 2578 395 7f� t817 312 013 *512 2828 2813 422 484 506 1042 1148 1250 1810 1891 2172 1937 2131 2324 334 873 1521 1629 2478 2611 380 983 1673 1790 2723 tt? 1567 1087 1626 1456 2089 2873 426 1050 1825 1953 2971 3134 # rte: PDS- ._ �.�..� -. Project: o514p 19OL( ) & _�— Designer /irk kJ/ nate: Apr l ,2t l Lhapterawns oars mom .sots TARE 2 AttOIMAN.E SHEAR VOUNDS OER FOOT) FOR mmZ0NTAt AM1 PANEL DIAPHRAGM MOH FRAMING OF DOUGGAS419, LARCH OR SOUTHERN Piles FOR MOM OR SEISMIC WARM ► eke also IOC Taw 2308.2.1 e>oasaalistiors Mall Vagina ark) at Malls Spoiled r angio. M ESN OR ausst 124000211041111 panolonsisl _ illaasn «N 314 "WWII and *di mid Width a edges (Ctrasii& Umber as i 4 241Z" 2.1 caval it ash. Na MR 1,___") Rss,_ Al odor lisnallidon Pond Edam ona =arm'. . Zscontinuous soldlauratioew Osavvas In R .Ib0 ?!ishes s 6oaseaJ.d "4/111.1F1.8i1 pies pvrafN Onus Z Oki Sba/a 10 On31 fa.) 0 0 4 3 to Mood) 4.8 i q Panel Graft r1-414 `�' Sia 2 185 250 375 420 165 125 guns_- -� 3 210 280 420 475 185 140 2 DO 360 590 600 240 180 3 300 400 600 675 265 200 SA 1.316 palm diol ms's 640) (D 113` deo f 1-1/2 15/32 1-1/4 2 320 421 640 730 285 215 3 360 480 720 820 320 240 '.1/I6 2 170 225 285 380 150 110 3 190 250 380 430 170 125 3/8 2 185 250 375 420 160 125 3 210 280 420 475 185 140 MARRED AMRA180 IMIRD44400111 guar Jo j and esodos Specks GOi►5 3/8 1-3/8 7/16 15/32 2 240 320 480 545 215 160 3 2700 960 540 610 240 180 1p 148' d4 1-1/2 15/32 2 255 340 505 575 230 170 3 286 380 570 645 255 190 2 270 360 530 600 240 180 3 300 400 600 675 265 200 2 290 385 575 655 255 190 3 325 430 650 735 290 215 19/32 2 320 425 610 730 285 215 3 360 480 720 820 320 240 ff.iroadoiramfothorsordso Rodspsdlicomayiaspecies of Umber laths AfIRANDS. Sof sltsare isisoom66laims for not dub, adnal do dr and asalifk lsaoatb!.0, x0 sp,a78itOinfai �radix xi,nl—a� sot bit T. 114 MdasaWisi .e foisoormouploson 12 Wm me Mao immalloisiamig oe48 film er plusts4 cod.ats°aalaali6a opppoodohm nob ono mid �� 2-V2 arc shire mast akissisil boa isthmoid cord% u2s Indi and lesat II) led odoloosime d sac.cr a.Raoe► amo 111111111/0.1111.:41W1114IU t NM II= .14111114 nil — .'I14at MINalleen1aatvttt:t A 1111+ta1PINIF t rM.�nelt�eni st►� 11Ni1�.Fa�� 11111IK0 f- Cam mowwoo 3 {ejed b ikaon`onoodeaniFie�s�slersookdw+o tffpo josoosood 1Ia..Aaismoocspiel.ddisfloaniaomoths= oaioaosdat bouodadoiow adidamspayslatMwdm/baa3lwdiss 1o) Arab= kcal afvannaorpaoaaatalloaddudowasddnsd by ANA NDS,Iktickses isdul bieaisolsadbsfoulapliodbr 0.63 end a Nom itt`for w°a"ooawlmaw- jesiljdI.Ma.bana.bload.fasddowaflo dimm- Amor aid ism& Cosimusfromiso omita. • of aiw4 ■ � t1a.'1111 tit HYf fa Owe itt4 ,0apmtttt Ftti — as an L't " —a.M/watur+Wa 3 ael_tn ttta hits NINE1110 ane it itlfttf iti 1111111111111110 L . Yt MO ON aaa+sa Mit 4 F3 a waVMS Ina saratl lMIIIIIIMILi A aft ova.. LSF - In a t %oa 111x. t350A a N 2007 APA —111@ Etlinsaead Woad Association a w.apawaod.orr Siit; ./te A Project: D/ 79040:e.. gP_ in GeefA, Designer kc rata. Apr it 26l _ Sheet: Pee* (415t-: 8/—(1 Sloes tum. Z x 3 �-e edge h 14431f 4144u Ora b 'd Df.L, /0 ps- (1L1 4o Psf ) p s i- 0,75) =vo' 7-7 ir (2ratT-) .= 5 2 212, s e5/2 47,5 (000 psrt, (41 f of CI 6 (1;75-) (q.2-5)-.-2- 1000 / 2 = z 5 et ocK eg 07LH (34) (91J .f A25�`tz < ?r p tie. P-eck a .0?; - - Designer:_ te met: Apr 11 26/4 -- Sheet: 6 RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTERbi(9-00Q7 FILE 2012 Whole House Ventilation Worksheet FOR IAonE iNFORURTION Vert' THE cos WHOITE Ar. maisaganitgawatme Whole House Ventilation per IRC M1507.1 Outdoor Air Inlets per iRC M1507.3.4.4, M1507.3.5.3 & M1507.3.6.5 Ventilation Duct Insulation per IRC M1507.3.5.2, M1507.3.6.4, M1507.3.7.2 Ql Check the box to describe which one of the four prescriptive Whale House Vent tae Systems you wait be using. lari Option' - House Ventilation Using Exhaust Fans (NRC 01507.3.4) • 0 CFR Exhaust Fan Row Per Table 11007.3.3(1). Location of whsle house a0nrat fen(*) mist be shown on the p Mien rt opergtlaa factored par Talte M ilial.3.3(2). • Fan controls: 24 hoer dock timer with capability of continuous °paradan, neeusl all automatic control t accessible. • Whole house fans located 4 feet or fags from the interior grille stall have a sane rating of 1.0 or fees at 0.1 inches w.g. • Outdoor air shalt he distributed to each habitable roost by individual widow ak Weis. More outdoor ak supplies are separated from sodtauat potents by doors. provisions stall be mall to ensure air flaw by Mahialise ef distribution ducts, undercuffing dere, grilse, transoms, or similar seams. Doors shall be undercut a minimum of % above the floor coveting. o Option 2 - Whole Hong Ventilation integrated with a Forced Air System (IRC 01507.3.5). • Integrated whole house vw+Ralisn systems siert provide eentoor air at Ste tele caicedated using Section 013117.3.3. • Integrated torsed# ventilation systems shell distribute outdoor air* each habitable sped* through the forted -air system ducts. Integrated forced.* verdliatiaa *vetoing shall have an outdoor dr rete duct connoting a *min* stsment on the outside ofthe bislang to the Mum air plenum date keted-eir system, The ouldoo duct inlet connsc0on *the newel ak stream *kW be leca*0d a *0poimartin + hest whamsn the air handier. not S* oonnecisd dire dy Ma a humero► cabinet to peeves* thermal she** she hest uchan ferare alike mi "" blower 'yetuser and shall • The *yearn shad be •quipped with a neosorised damper nonneolled b rue gallonage vent e0oo control as sp caffsd M 01507.3.2. • Opdon 3 -- Whole House Ventilation Using a Supply Fan (IRC 01517.3.6). • 6uppiy fan ventilation systsnm shah distribute outdoor ak to each habitable specs through the forded -air system ducts or through dedicated ducts to each habitable space. Supply fans stall have the capacity to provide the amount of outdoor ak spedMd in Table 01507.3.3(1). Ths outdoor air must be inbred before it is delivered to habkabie spaces. The filter may be located at tits betake device, in line wIih Yrs teen, or, in the cake of a cones 5onn to to return plenum of the ak handier, using the furnace *sr. M outdoor ak hist shag be canned* to either Sha supply or Mum et stream, • M outdoor air inlet duct connection to tine supply air stream shall be located downstream of fits forcadak system blower. M outdoor ak inlet duct connection to the return ak strum shall be located at east 4 est upstream of the forced -air system blower and its Misr. Neither type of duct stall be connected dkacdy Into a fcunsce cabinet to prevent themed shock tote hest exchanger. The outdoor ak (net duct shell be prescriptively stand in awarder** with Table 01507.3.0.2. Ths terminal element on the outside *the building shall be eked 2 inches in diameter brier than the outdoor ak Met duct. • Ths system shall be equipped with a bock -draft danp.r and ons of the fbMoarbhg: LI A calibrated manual volume damper Installed and set to meet the measured wow rates spec/ ed In Table 01507.3.3(1) by wNd testing with a pry gauge andlor following mates Installation I ser ons; or (I A manual volume damper installed and est to meet the measured flow rates specified in Table 01507.3.3(1) by Mid testing with a wow hood or a flow measuring station, or (I An automatic wow.regula ing device aired to the specified flow nese M Table 01307.3.3(1) which provides constant flow over a pressure range of 0.20 to 0.60 (mdse water gauge. CI Option 4 - Whole House Ventilation Using a Hat Recovery VentNrtion System (RC 01507.3.7). • AS duct work be beet recovery swim* der be siwi all b—heir per the rannufachwent bstrnetiona. System minimum Now rating stall be not ire than that specified M Table 01507.3.3(1). teat recovery ventilation systems stall have a Meer on the upstream side of the Mat exchanger M both the intake and exhaust airstreams with a minimum efficiency rating value MERV) ora. g.! bi ildinglformslhesidentia1\r-004 - 2012 whole house ventilation worksheet 7-29-13.docx $ 1 Z TABLE M1507.3.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION tRVSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT FLOOR AREA (square feet) r/ - I�ttMBEiix F 8E0000188 0-1 2-3 - r L 6-7 >7 . A x fIAw KN <1500 30 100% 69 75 90 P 1501-3000 45 t4 250400 cfm 90 105 3001-4500 60 75 _ 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 -7500 105 120 135 150 165 For St 1 square font = 0.0929 m2, 1 cubic foot per minute = 0.0004719 rn3/s. TABLE M1507.3.3(2) INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE / FACTORS'' RUN -NNE PERCENTAGE Rt EACH 4 -HOUR 25% 33% 50% 66% 75% 100% SEGMENT 5 inch 6 inti 120-150 cfm 6 inch 7 inch 250400 cfm Factor' 4 3 2 1.5 1.3 1.0 a. For ventilation system run time values between those given, he factors are permitted to be determined by interpolation. b. Extrapolation beyond the table is prohibited. TABLE M1507.3.6.2 PRESCRIPTIVE SUPPLY FAN DUCT SIZING Supply Fan Tested CIM at 0.48" w.6. Specified Volume from Table M1507.3.3(1) Minimum Smooth Duct Diameter Minimum Flexible Duct Diameter i} 50-90 cfm m 4 inch 5 inch 90-120 cfm 5 inch 6 inti 120-150 cfm 6 inch 7 inch 250400 cfm 7 inch 8 inch TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA 10 BE EXHAUSTED v EXHAUST RATES r' Kitchens 100 cfm intermittent or 25 cfm continuous ,Batt Looms—toitet rooms laundry rooms Indoor sw4riming pools & spas Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous For St:1 cubic foot per minute = 0.0004719 m3/s. 2 2012 WSEC & IRC Menti (Effective 1, 2013) Reddentlel Preecripthre Compliance Foam This set of forms has been developed to assist permit applicants documenting compliance with the 2.012 Washington State Energy Code The following forms provide much of the required documentation for pian review, The details noted here must also be shown on the drawings. PRESCRIPTIVE EN ERt Y CODE Al2ANgf FOR 4 Component 1Ferieetradon Ceiling d Vaulad Wanp Wood fectrnecf y tie i�tet tib Below Grade nkat u Framed Floor Stab & Depth Vertical Overhead Presc Value Value U. 0.30 max. U. 0.50 nem __ et»in. R - 3 snit. R-21 siv. R41 tech . ft. 1&i 11 it. r T8 4.300 tale. , R' t0 morns 2' Fenestration is delimit as ak e roof wtndocva '" Continuous aparatlon 20 dM ..rRn,.r7t �,u11d or rnDvelasais7, 119.ao01!. ptazed doors, Ptah bkaolr end combination oprrqudplazed doors. Fenestration includes ;Redacts with glass and noiifytasai gig Materials. Q Mt. (intermediate dsnoass standard framing ur 0,c. with headers tiwdtted with a minimum R-10 insulation. 10^15/21 +T8" means R-10 continuous insulation on the exterior of the wast or R-15 an Ms mess= basuiatlon are the h+ter w of the rat or R- 21 cavity iracatadKn pias a tisemret break between the dab and the basement wel rt Ole b rks of the bosomed stet 1&1'21 +18' shall be permitted lobe met with R-13 cavity insulation on the ;Manor of the basement wen plus R-5 continuous insulation on the interior or exterior of the welt *TB" means therms broek between floor slab and basement wailt Badlantuflak s permanently #setaled lamps in lighting Mores aril be high efftcacy.(WAC 51-11R- 8404.1) a 1. A tnlnitourrr of 75 percent of Whole, Moues ) width of the four prpaIhrs Mote Nouse Ventilatkon Systeme Fans & Fresh Atr hada. (IRC P41507.3.4) with a Forced Air System. (IRC M1507.3.5) Fan. (IRC 141507.3.6) Recovery Ventilation System (IRC 111507.3.7) Please check the appropriate to box to describe _advise will be using. LE i. intemattent Whole House ventilation Using Exhaust 0 2. Intermittent Whole House Ventilation integrated Q 3. Intennittent Whole Nouse Ventilation using a Supply 0 4. Internattent Whole House Ventlatlon Using a Heat Source Specific Epjsaust Ventilation le Fan Etter indoor swimming pool, spa and other from WAC 51-11R - Table 8403.5.1 / / Required in each kitchen, bathroom, rooms where water vapor or cooking Minirrae".....________________Source water closet compartment, laundry room, odor is produced. (IRC M 1507.4) Fanefficiency Bathrooms - Uthiiy Motes Kltdsetss In -lute fan Intermittently operating a SO dm 100 dm Continuous aparatlon 20 dM 23 dm _ _ Air Flow Rate Minimum (dm) 10 90 Any Any Minimum Efficacy (dn watt) 1.4 cfm/watt 2.8 din/watt 2.8 cfm/watt 2.8 din/wadi Air Flow Rate Maximum (cfm) > 90 Any _ Any AnY enemy Each credits ® Iffiglangr Crees dwelling unit shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number as described on the reverse side of this page. of 1. Small Dwelling shyly: 0.5 points (Dwelling units less than 1500 SF In condltloned floor area with less than 300 square feet of fenestration area. Additions of 750 SF or less heated floor area to existing building. 2. irled neat Dwelling l 1.5 pow (AU dwelling units 1500 - 5000 SF, including additions over 750 SF. O 3. Large Dwelling Unit 2.5 pent' (Dwelling Units exceeding 5000 SF of conditioned floor area. RABDN omns%2013 t.ipdemessResidendel Energy emotional Farm 7-1-ladocx 2012 Residential Energy Compliance Form TABLE 406.2 matey CREDST$ Please Ode the Opt Description oaths* to be used and fill trt tinct die credits. Show_hcititl TUNliber.of credits. Page 2 of 9 1a EFFICtENT BUILDING ENVEWPEla: Preseepth a compliance is based on Table R402.1.1 with the following modifications: Fenestration U .= 0.28, Floor R-38, Slab on grade R-10 perimeter and under entire sbb, Below grade slab R-10 perimeter and under entire 0.5 slab, or Compliance based on Section 8402.1 A: Reduce the Total UA by 5%. 1b EFROENT BUILDING ENVaOPE ib: Prescriptive compliance Is based on Table R402.1.1 with the following modifications: Fenestration U = 0.25, Wall R-21 plus R-4, Floor R-38, Basement wag R-21 int plus R -S ci, Slab on grade R-10 perimeter and under entire 1.0 slab, Below grade stab R-10 perimeter and under entire slab, or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. le EFFICIENT BUILDING ENVELOPE 1c: Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U 0,22, Ceiling and single -ratter orjoist-'vaulted R-49 advanced, Wood frame wail R-21 int plus 8-12 cis Floor R-38, Basement wall R-21 int plus R-12 cis Slab on grade R-10 perimeter and under entire slab, Below grade slab R-10 perimeter and under entire slab, or Compliance 2.0 based en Section R402.1.4: Reduce the Total UA by 30%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Comp@ance basad on R4E12.4.1.2: Reduce the tested air leakage to 4.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shag be met with a high efficiency fan (maximum 0.35 watts/dint not Interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at !ow speed in ventilation 0'5 only mode. To (wattle to da alta] Sdneen 2b im this credit the building permit drawings shall specify the option being Welted pnd shag specify the 1A.! t'(21 :S{- 'i. ..Jll. ". : S' .ta.:'-.1-4.: -IL'A S4. Lz_t 1 _..x. ' ' t1'"1i:.t 11_-t1 AIR LEAKAGE CONTROL AND EFR CIEtff VENTFIATJON 2b: Compliance based on Section 8402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum annfili whole house ventilation requirements as detemened by Section M1507.3 of the International Residential Code shall be met wfth a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To oualify to claim this credit_the building own* drawhigs shall specify the ootlon being selected and shalt spedfy the magynum tested building ah 1 •. .L_i :4•. ILL A 1. ,_,1 ,0 c -1L i::. t..1 iNY1 11. AIR LEAKAGE CONTROL AND EFFICIENT VENTRATION 2c Compliance based on Section R402:4.1.2: Reduce the tested ale leakage to 15 air changes per hour maximum and Ali whole house ventilation requirements as determined by Section M3507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To ouagfv to claim this credit. the buildins permit drawings shall specify theyotian being selected and shag smelly the maximum tested building* ' L• . A .2.` I... 'i 1. v`.'l a.-1 t 'IP J."JA A.1. 3r cyiJ. HUGH EFRCIBICY MVAC EQUWPMBTT 3; Gas, propene or oil4ked femme wltb miles m AFUE of 95%. To ouaKfvr to debts this credit. the kidding permit drawines shag saedl#t the option being seed and pilaff specify the heattrhgeoulome t tvge and the minimum Ott efficiency, HIGH EFACigNCy HVAC EQUIPMENT 3b: Air -source heat pump with minimum HSPF of 8.5. To magneto claim this credit. the building permit dravArkts Shalf.soecifir the °lotion -bet ne,seie ctedand shell snedfy the heath* eouloment tvwand.the fide Yum Ott SftigIMF4Ti if HVA[ EQUIPMENT 3c Clos i400p ground source fiat pump; with a mintiriurh COP of 3.3IL loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 34 Toolrn thIssredit, the bulk** - k evrInesshellseeclfvtheositior>•beineselecledandahallsoedfrthe 'mettle etrulothent type and Vieminimumeavlvmere MGM EFFIOENCY HVAC EQUIPMENT 3d: DUCTLESS SPOT_ SYSTEM HEAT PUMPS, ZONAL CONTROL: in homes where the primary space heating system Is zonal electric heating, a ductless heat pump system shall be Installed and provide heating to at least one zone of the housing unit. Taauaffv to claimthisc,eedit. the buildine mem* thawInnschaitsoegty the op ate) being .+Q.0.11,- 0,:. .34'..J i l'istik U. 1.:. A' 4'l 1. 11,1 1 1a'. t .1.. 11 a if, JJ -• i 43t111A .4.1.7.:. _. HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: Ail g and cooling s' components installed insider the conditioned space. Alt combustion equipment shall be direct vent or sealed combustion. Locating system components permitted under this option. Electric resistance heat is not permitted under this in combcondustion ed crawl spaces is w not less than 80% is not permitted under thishe Out o awl n heating equipment with AFUE option. To Qualify to claim the credit, the bufltBnag pertrnR drawings shall fy option Agetrffigt jaehleselected and shall soedfv the heating eouloment type and shall show the location of **fleeting a0d Qoogunt eamStement and all the Sb EFFICIENT WATER HEATING 5a: Water heating system shah include one of the following: Gas, propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF of 0.93. and for both cases All showerhead and kitchen sink faucets installed In the house shall be rated at 1.75 GPM or kss. Alt other lavatory faucets shag be rated at 1.0 GPM or less. To ouaiify to claim this credit. the bulldtng.permtt drawings shall specify the option beta, selected and shall avedfylhe wgter halter eaulom nt Woe acid the minimum eautoment efficiency and shay soedfv the maximum flow rates for all showerheads. kitchen sink faucets, and. other lavaspry EFROENT WATER HEATING 56: Water heating system shag include one of the foltowiree Gas, propane or oil water heater with a minimum EF minimum Ea of 0.82 or Soar water homing supplementing a minimum standard water heater. Scar water heating wig savings of 85 therms or 2000 kWh based on the Solar Pride a rated 300 Certified Solar Water Heating Systems or Electric heat and t Certification a ►n (SRCC) meeAnnud Performance of OG 300 Ce Northern Climatemp pump water heater with a minimum EF of LO and meeting the standards of Option 3c. ToS wailer to m this credit. the haggling permit drawings shall by ground source heat pump d and meeting the requirements ofater Heaters or Water heater specify the specify the waterer equipment type and the minium eouloment efficiency and. for solar wal:er aUngg oothap �e s. and cont( liwAnktwaugmEguigkm systems be calculation 1.0 05 1.0 2.0 1.0 1.0 0.5 6 RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annuafy by on-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shag be calculated as follows: For solar electric systems, the design shag be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PV WATTS. Documentation noting solar access shaft be indu dpi on the piens. For wind generation projects designs shall document annual power generation based on the following factors The wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credttjhe bugdine permit drams shall stied& the oaten beb{seiected and shah ;how the photovoltaic or wind turbine eaulpment type, provide documentation of solar and wind act, and fipdude a calculation of the minimum annual energy duction. See table R4062 for fxtrI fes TOTAL CREDITS FOR THIS PROJECT 15 05 2012 Residential Energy Compliance Form Page 5 of 9 Duct Testing R 43) ng Construction For New and Ext New Construction Existing Construction When a space-condliloneig system #s by the ie�rt or �xtt � conditioning of the air hang, widow cnFldelpNg unit of a split system air conditioner or heat pump, cooling or heating cam, or the furnace heat exchanger), the duct system /tent is connected b the new or replacement spec e`cor,rdlionfrig equipment shall be tested. The lest results shall be provided to the bulking olhclel and the homecewner. Excepbon 1: Duct systems that are documented to have been previously as s+red through Seed cation and diagnostic testing in acairdance with procedures in RS -33. Exespeen 2: Ducts with less than 40 linear feet in unconc$ilooed spaces Exc on 3: Existing dud systems constructed, insulated or sealed watft asbestos Excvtion 4: Additions of less that 750 square feet of conditioned floor area. n addition, this toliowing requitement% must be met i AN testing must be done by a qualified lechnidan. The rniruifrtum cr'ttioro requirerntentf is documented attendance at a duct testing training course approved by tfte building otrrcial. The following g existing training programs are reoogruzed as equivalent to this requirement a t4orth est ENERGY STAR Homes Program, Performance Testing training for new construction. b. Performance Tested Corntort Systems (PICS) training for existing homes and new construc on. 2 Duct systems must be designed, sized, and entailed using recognized industry standards and International Residential Code (IRC) requirements. so that calculated heating and/Or cooling bads are delivered to each zone 2012 Residential Energy Compliance Form Page 6 of 9 wften can alto be total collected leaks in the at an induced the leakage to eidetic' lest, the tt7tat lest is leakage to Inside and outside 1* +; as homes with complete hau3e envelopesa d FIVAC outside lest is recommended. 2) The measured dict leakage at rough -m nd +e* feet) served by the system when the air handler is 3) If testing post cur ucboo the total leakage must not square teat) served by Ile CAUs x floor arra Qn 2012 Residential Energy Compliance form Page 7 of 9 Penult t Duct Leakage t(New Haase Beaus or Int number City: Ztp: Corsi Floor Area cad Sauce (chyle osier a El Dad Whew tip/mitt act _guest,mall___ t ieumt .WOO .. adaltlandirea tested ens* ullithr ere bidding t eswetoisir Ducts be d ar aunt spaces do not ipstilVtbr Tuft, excepacn. an Hand* In condircesed emcee/Mos 0 no istr irstetter present (btu test? 0 sec no ande Test lealtepe to outside Post Construction, tend duet tealage: tabor area x .0e) Poet Caber, oke boutdrxran Moor ries x Ae} . Toad teak Masan Pe Po total deft lesksue with ale handler ttbta (Roar am x d) Cid Pa Reaantn taut duct tele uttb air Standby oat Moor arca x 113 pa Test nesnde tbp fines one if appecattler °Oen 1 Duct Tester Location: Pressure Tap tau: 1 certify that these duct Iee*age rates are accurate end deterudned using standard duct Waco protocol. Company T 2 3 Technician Mtn PMax Number: 1 2012 Residential Energy Compliance Form Page 8 of 9 Duct Leakage Test Results (Existing Construction) PAMIR # House address or lot number City Gond Floor Area (ft2): [-] Duct tightness testing is not required for this Zip Teat Result: CFM(125Pa Ring (circle one): Duct Tesler Location Pressure Tap Location 1 certify that these duct taatags rah, are accurate and dottainktod using standard duct testing protocol open e per e 2 Company Name: Duct Testing Technician: Technician Signature: Phone Number Washinglion State Energy Code Reference: 11101.44.1 0114cliankal Systorns: When 4 spsos-conditiontng system is skewed by the installation or r eviec einem of space-conclitionme equipment teptacement o the ah tiancSer, outdoor condensing unit 94 a split system air conditionet or beet pump, cooling or heating roll, or tho furnace heat exchange'. the duct system that is connected to the new or replacement spa,e ondftionins equipment shall be tested spejlied in RS 33, The test result shall he provided to the building official and the homeowner Exceptions: 1 Duct systems that are documented to have been previously seated as container/ through field verlficatkos and diagnostir teuing a, curdance with pr or OdUrtS in RS -33 2 putts. entity's than 10 linear feet in unconditioned spaces 1 Laistmx duct systems : onstrsx insulated s4,4144.ti with asbestos 4 Additions of less than 750 square feet. 2012 Residential Energy Compliance Form Page 9 of 9 CIMItilud. (Electronic version available at: ttlPiLL____entnzuggketttgpxtmntsetysEracilo A permanent certificate shall be posted within three feet of the electrical distribution panel. The certificate shall be completed by the builder or registered design professional and include all of the information as follows: Properly Addrotaa Conditioned Floor Area Dander crrredeteted design pref*S313:121: Vaid: d R- Floats: Over unixtriditionedR- Attic R- Slab on gmda floor R.._..._,—. waft Above guide R -poem R Reim._ -- int R- R - Below, ext.. R- _ U-Facsors and st6C NRFC rnttag (or) Windows U- Delila!t ruing obcpmet, A WSW 204111 Skylightsu .........,101.1M111•111.111111101•1111.,- MIX- Nt...a...,.. AMC- i/A Table 4042 f ioa(.$) Term4.4.2 (-talks frtr. t r A TFPe Dow do Bulli Air Le^adix, All ducts & HVAC in conditioned spc cc (Yea / no) Insulation It - Air handler piescnt ( yes / no ) Text Terri CFM@125Po Tact Result CFM®25Po Buitdi air leakage term: ACR < 5.0 • Tested tericotr. ACH5 ffi rw tfil I> arra• Flaw qie Putter :S1 Sy2em type• Rated annual motion Kish R:‘BDAFormsk2O13 Updat s‘Residential Energy Compliance Form 7-1-13.doctc 1/3/2017 iof City Tukwila ►� �z° Department of Community Development 5 ROY BISHOP 300 QUEEN ANNE AVE N #282 SEATTLE, WA 98109 RE: Permit No. D16-0097 BISHOP REMODEL 4921 S 107 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/28/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/28/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D16-0097 51.104.1(1/4 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 April 27, 2016 City of Tukwila Department of Community Development ROY BISHOP 300 QUEEN ANNE AVE N #282 SEATTLE, WA 98109 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0097 BISHOP REMODEL - 4921 S 107 ST Dear ROY BISHOP, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. It wasn't clear on the plans and structural concerning the point loads of the upper beams to verify how the point loads are transferred down to the basement footings. Please clarify and show locations on the plan. 2. Provide details with specifications for deck ledger connections and details for deck construction to include guardrail construction and attachment. Specify all materials and hardware. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, c Bill Rambo Permit Technician File No. D16-0097 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-4.31-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0097 PROJECT NAME: BISHOP REMODEL SITE ADDRESS: 4921 S 107 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 05/12/16 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 110 Public Works n Fire Prevention Structural Planning Division Permit Coordinator n 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/17/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 06/14/16 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: COLIC REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: 12/18@013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0097 PROJECT NAME: BISHOP REMODEL SITE ADDRESS: 4921 S 107 ST DATE: 04/11/16 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AS Co�nr� 1A--r14-t i) Building Division ip d� A/i1 Public Wor AY 4'\AJ//1 Fire Prevention Structural VL AyA- IA -VD -I t9 Planning Division nPermit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/12/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/10/16 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg( Fire ❑ Ping ❑ PW D Staff Initials: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 1 Date: (2—( 1 (v Plan Check/Permit Number: )O ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: fLoiy Project Address:'Z 2 j D -v 1z) d —A i k1.v//4 //L/4J`% cr/ Contact Person:o a Y Bj`J 4dp Phone Number: '� 7-7 Summary of Revision: Q a t u1 1-€1 see / e. 4/i60-5 -Pal-- c al -- C (9 t) -Py 1 o U2 -F 40/44L ' ge4M,I 4/0 •�� -r-61f RECEIVED CITY OF TUK MAY 12 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila PermitCenterby: Entered in TRAKiT on T W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 GOOD EARTH BUILDERS LLC Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Page 1 of 2 Search L&I A -Z Inc Claims & Insurance Workplace Rights GOOD EARTH BUILDERS LLC Owner or tradesperson Principals CHASE, CHARLES EUGENE, PARTNER/MEMBER CHASE, CHARLES EUGENE, AGENT Doing business as GOOD EARTH BUILDERS LLC WA UBI No. 602 395 997 PO BOX 2968 KIRKLAND, WA 98083 425-241-6425 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. GOODEEB956CH Effective — expiration 02/08/2005— 02/08/2018 Bond No current bond account. See the bond history. Bond history Insurance Contractors Bonding & Insuranc Policy no. C11SK2014 $1,000,000.00 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602395997&LIC=GOODEEB956CH&SAW= 5/23/2016 PROPERTY LINE 115'-0" 30'-0" 38'-6" EXISTING SINGLE FAMILY HOUSE NO NEW FOOTPRINT EXIStING GRAVEL:...: e. EXISTING 800 GALLON / SEPTIC TANK / (NO WORK) / / 0 WALKWAY (NO WORK) • • EXISTING` GRAVELt: DRIVEjWAY d G" - - `(TSTING GRAVEL" ARKING" A":REA p 1NORK): 112'-5 7/16" VICINITY MAP SOUTH 107TH ST. o PROJECT AREA SOUTH 109TH ST. rn SITE PLAN NORTH SCALE: 1" = 10'-0" PROPERTY LINE 301.24' Eg(ISTING DRAIN FIELD (NO WORK) PROPERTY LINE 301.40' OVER -FLOW DRAIN FIELD (NO WORK) (NO NEW FOOTPRINT WITHIN THIS SCOPE OF WORK. NO INCREASE IN BEDROOM AND BATHROOMI INTERIOR REMODEL AND RE—BUILD ROTTEN EXTERIOR DECK PER PLAN. SITE VERIFY ALL DIMENSIONS, ALL INFORMATION PROVIDED BY KING COUNTY ASSESSOR'S WEB SITE AND PROPERTY OWNER. REVISIONS Na changas shall be made to the scope t w r!c without prior approval of "._,'oT Is Building Division. Mil require a new plan submittal cnd may meted@ adalional pan review fees. PERMIT SEP ;, RATE T RATE FOR: r l,thantcal Ecctrical L 1 t irnb n l l+%d3 Fiping c ; y of Tukwila }'f=' `'- G DIVISIOr Fa COPY Permit No. 1(OOT7 Plan roview app caval is subject to errors and or s3ions. f proval cf cons ru i:on documents doo3 not authorize t::3 violation c ply adopt d code or orct►nanco. Racr,i t c; approval Field Copy and conditions 13 ac' nowlod d: Date: City of Tukwila BUILDING DIVISION 77jJ6 LINE 115'-0" PROPERTY CODE INFORMATION PROJECT INFORMATION ABBREVIATIONS ACT ADJ. A.F.F. ACOUSTICAL CLG TILE ADJUSTABLE ABOVE FINISHED FLOOR BLK'G BLOCKING B.O. BOTTOM OF CLR. CLG CMU COL. CONC. CONT. CONST. CPT CENTERLINE CLEAR/CLEARANCE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRUCTION CARPET DET DETAIL DIM DIMENSION DWG DRAWING ELEC. ELECTRICAL EQ EQUAL F.A.R. FLOOR AREA RATIO F.E. F.F. F.O.I.C. F.O.I.O. FRP FT FURN F.V. GA G.C. GWB/GYP HDWR. HM HT IN INST. INSUL. FIRE EXTINGUISHER FINISHED FLOOR FURN. BY OWNER INSTALLED BY CONTRACTOR FURN. BY OWNER INSTALLED BY OWNER FIRE RATED PANEL FOOT/FEET FURNISH FIELD VERIFY GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD HARDWARE HOLLOW METAL HEIGHT INCH INSTALL INSULATION L. LAVATORY L. F. LINEAR FOOT/FEET MTL. MAT'L MFR. MECH. MIN. MR N/A N.I.C. NO NTS O.A. O.C. O.H. P -LAM PT PTD METAL MATERIAL MANUFACTURER MECHANICAL MINIMUM MOISTURE RESISTANT NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL ON CENTER OVERHANG PLASTIC LAMINATE PROPERTY LINE PRESERVATIVE TREATED PAINTED RCP REF. REINF REQ'D REV SCHED S.D. SF S.G. SIM S.O.G. SQ. SUSP SV TEMP T.O. TYP REFLECTED CEILING PLAN REFRIGERATOR REINFORCING/ REINFORCEMENT REQUIRED REVISED/REVISION SCHEDULE SMOKE DETECTOR SQUARE FOOT/FEET SAFETY GLASS SIMILAR SLAB ON GRADE SQUARE SUSPENDED SHEET VINYL TEMPERED TOP OF TYPICAL U.O.N. UNLESS OTHERWISE NOTED VCT VINYL COMPOSITION TILE V.T.O. VENT TO OUTSIDE JURISDICTION: CODE: ZONING: CONSTRUCTION TYPE: OCCUPANCY: LOT AREA: DAYLIGHT BASEMENT: MAIN FLOOR: 2ND FLOOR: TOTAL STRUCTURE SF: LOT COVERAGE BY STRUCTURE: IMPERVIOUS SURFACE: PROJECT AREA: ESTIMATED CONSTRUCTION COST: SETBACK: BUILDING HEIGHT: CITY OF TUKWILA 2012 IRC LDR V -B RESIDENTIAL - SINGLE FAMILY (R-3) 34,652 SF 650 SF - UNFINISHED, 80 SF - HEATED SPACE 1,079 SF - HEATED SPACE, 150 SF - COVERED PORCH, 40 SF UNCOVERED PORCH 730 SF - HEATED SPACE 1,889 SF - HEATED SPACE; 650 SF - UNHEATED GARAGE & 150 SF -COVERED PORCH, 40 SF - UNCOVERED PORCH = 2,729 SF 1,269 SF / 34,652 SF = 3.66 1,500 SF (ROOF AREA) + 692 SF (GRAVEL DRIVEWAY) + 261 SF (GRAVEL WALKWAY) = 2,453 SF / 34,652 SF = 7.08 0/0 1,889 SF (INTERIOR REMODEL ONLY), 190 SF (RE -BUILT EXISTING EXTERIOR DECKS) $25,000.00 (NOT INCLUDE MEP) EXISTING, NO CHANGE EXISTING, NO CHANGE 26'-10" FROM FINISHED GRADE TO TOP OF ROOF RIDGE PROJECT ADDRESS LEGAL DESCRIPTION 4921 SOUTH 107TH STREET TUKWILA, WA 98178 LOT 16, MERRICKS ACRE TRS DIV # 2,WITHIN CITY OF TUKWILA, IN COUNTY OF KING, STATE OF WASHINGTON. PROJECT CONTACT PARCEL # 547680-0140 300 QUEEN ANNE AVE. NORTH SUITE #282 SEATTLE, WA 98109 MR. ROY BISHOP (206) 271-2127 royebishop@hotmail.com btkOO7 PROJECT DESCRIPTION 1. INTERIOR HOUSE REMODEL AND RE -BUILT EXTERIOR DECKS. 2. DAYLIGHT BASEMENT: ENCLOSED EXISTING STAIRWAY BETWEEN BASEMENT AND MAIN FLOOR. BUILT NEW STAIR AND 80 SF OF HEATED AREA PER DRAWING. PROVIDE NEW WALL AND FLOOR JOISTS INSULATION. REPLACE EXISTING WINDOWS TO U=0.30 AND EXTERIOR DOOR U=0.20. REPLACED ROTTEN WOOD (WALL STUDS, BEAMS, COLUMNS AND JOISTS) AS NEEDED. 3. MAIN FLOOR: FURRED OUT BY ADDING 2x2 TO ALL EXISTING 2x4 WALL STUDS TO RECEIVE R-21 int BATT INSULATION TO ALL EXTERIOR WALL. REPLACE ALL EXISTING WINDOWS TO U=0.30 AND EXTERIOR DOORS U=0.20. REPLACE ALL ROTTEN AND/OR DAMAGED WALL; FLOOR JOISTS; COLUMNS AND BEAMS/HEADERS AS NEEDED. REPLACE ALL EXISTING PLUMBING FIXTURES TO NEW. NO ADDED FIXTURES WITHIN THIS SCOPE OF WORK. REPLACE ALL LIGHTING FIXTURES AND CABINETS AND FINISHES. REFER TO CONSTRUCTION NOTES AND STRUCTURAL DRAWINGS FOR DETAILS. 4. 2ND FLOOR: FURRED OUT BY ADDING 2x2 TO ALL EXISTING 2x4 WALL STUDS TO RECEIVE R-21 int BATT INSULATION TO ALL EXTERIOR WALL. REPLACE ALL EXISTING WINDOWS TO U=0.30 AND EXTERIOR DOORS U=0.20. REPLACE ALL ROTTEN AND/OR DAMAGED WALL; FLOOR JOISTS; COLUMNS AND BEAMS/HEADERS AS NEEDED. REPLACE ALL EXISTING PLUMBING FIXTURES TO NEW. NO ADDED FIXTURES WITHIN THIS SCOPE OF WORK. REPLACE ALL LIGHTING FIXTURES AND CABINETS AND FINISHES. REFER TO CONSTRUCTION NOTES AND STRUCTURAL DRAWINGS FOR DETAILS. ADDED ROOF DORMERS AND NEW 3 -COMP. ROOFING MATERIAL. RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER R4VIEWED±{ FOR FOR CI PLIAN +E PPROVED MAY 19 201$ City of T Twit I Uusli ePtV1I 5:31/4 design 14632 - 14th Ave. SE Mill Creek, WA 98012 (425) 512-1780 dwudesign@gmail.com PROJ ECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: UP TO EXISTING COVERED PORCH (NO WORK) (4) NEW 1.5'x3.5' WINDOW w/U=0.30 32'-0" 14'-0" NEW 5x3' 4' 6" WINDOW w/U=0.30 NEW E U=0.20 RIOR DOOR ATHERSTRIP MAIN FLR. 12R 07.5" 11T ©10" PRESSURE TREATED STAIR, REFEF TO STAIR DETAIL 0 I 0 NEW GUARDRAIL +36" A.F.F. MIN. NEW 2'x5' WINDOW w/U=0.30 EXTERIOR COVERED DECK NEW 5'x6'-8" PATIO SLIDING DOOR w/U=0.30 NEW 2'x5' WINDOW w/U=0.30 PROJECT AREA 3: RE -BUILD ROTTEN EXTERIOR COVERED DECK & STAIRWAY AS SHOWN. LIVING ROOM (NEW FINISHES) ROGRAMMABLE ` THERMOSTAT 8'-6" PROVIDE 60 CFM WHOLE HOUSE FAN RUN CONTINUOUS OPERATION. THIS FAN MUST HAVE A SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. NEW 3')i WINDOV w/U=O.: NEW HOLLOW WOOD DOOR Fi 50 L9J CFM LAUNDRY ROOM /// REFRIGERATOR SINK SINK KITCHEN (NEW FINISHES) DN TO ()SMOKE BASEMENT DETECTOR 12R ©7.5" 11T X10" NEW STAIR FER TO S IR DETAIL J WASHER DRYER SINK HOT WATER TA • WALL NEW 2'x4' WINDOW w/U=0.30 UP TO 2ND FLR. 13R ©7.33" 12T ©10" NEW O SMOKE XTERIOR DETECTOR D00 U=0.20 WEATHER TRIP D H 1 WASHER' STOVE EXHAUST FAN) 100 CFM NOTE: 1) FURRED OUT BY ADDING 2x2 TO ALL EXISTING 2x4 WALL STUD. PROVIDE R-21 int. BATT INSULATION TO ALL EXTERIOR WALLS. 2) REPLACE ALL EXISTING WINDOWS TO U=0.30 AND EXTERIOR DOORS TO U=0.20. 3) REPLACE ALL ROTTEN AND/OR DAMAGED WALL AND FLOOR JOISTS, COLUMNS AND BEAMS/HEADERS AS NEEDED. 4) REPLACE ALL EXISTING PLUMBING FIXTURES TO NEW. NO ADDED PLUMBING FIXTURES WITHIN THIS SCOPE OF WORK. REPLACE ALL LIGHTING; CABINETS AND FINISHES. 5) REFER TO CONSTRUCTION NOTES; WSEC/ENERGY NOTES & STRUCTURAL DRAWINGS FOR MORE DETAILS. 1 UP TO MAIN FLR. 12R ©7.5" 11T 010" PRESSURE TREATED STAIR, REFER TO STAIR DETAIL LINE OF EXTERIOR DECK ABOVE I 0 NOTE: 1) FOR UNFINISHED DAYLIGHT BASEMENT, PROVIDE R-30 BATT INSULATION FOR ALL FLOOR JOISTS BETWEEN DAYLIGHT BASEMENT & MAIN FLOOR. 2) REPLACE ALL EXISTING WINDOWS TO U=0.30 AND EXTERIOR DOORS TO U=0.20. 3) REPLACE ALL ROTTEN AND/OR DAMAGED WALL AND FLOOR JOISTS, COLUMNS AND BEAMS/HEADERS AS NEEDED. 4) REFER TO CONSTRUCTION NOTES; WSEC/ENERGY NOTES & STRUCTURAL DRAWINGS FOR MORE DETAILS. 0 I N 18'-0" PROJECT AREA 1: • ENCLOSED EXISTING STAIRWAY WITH 2x8 FLOOR JOISTS. CONSTRUCT NEW. • REMOVE EXISTING NON-STRUCTURAL INTERIOR PARTITION AS SHOWN DASHED. • CONSTRUCT NEW WALLS AS SHOWN. • PROVIDE 50 CFM EXHAUST FOR LAUNDRY ROOM. MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" 32'-O" DINING ROOM (NEW FINISHES) NEW HOLLOW WOOD DOOR CARBON MONOXIDE ALARM n NEW HOLLOW. WOOD DOOR 0 50 CFM BATHR #1 BEDROOM EGRESS WINDOW: REFER TO CONSTRUCTION NOTE O SMOKE DETECTOR BEDROOM #1 NEW 5 WINDOW w/U=0.30 0 NEW 5'x3' WINDOW w/U=0.30 NEW 3'x3' WINDOW .WNING w/U=. 3 a) A-3) PROJECT AREA 2: NEW BATHROOM PROJECT AREA 3: NEW CEILING JOISTS PER STRUCTURAL 14'-0" LINE ti EXTERIOR DECK ABOVE NEW 6'x2' WINDOW w/U=0.30 EXISITNG- 6x6 POSTS TYPICAL i/Z-UNFINISHED DAYLIGHT -� BASEMENT (UNHEATED) PROVIDE R-30 BATT INSULATION BETWEEN UNHEATED & HEATED AREAS IN EXISTING FLOOR JOISTS, TYPICAL. EXIS SPA (NO NG ET OR CRAWL REMAIN NEW 6'x2' WINDOW w/U=0.30 NEW WALLS CID o N PROJECT AREA 2. NEW STAIRWAY WITH NEW WALLS AND DOOR AS SHOWN HEATED P O SMOKE REA DETECTOR 0 I NEW E RIOR DOOR U= I.20 WEATHERS "IP NEW WALL -EXISTING CRAWL - SPACE TO REMAIN (NO WORK) - 0 I -co 18' -O" PROJECT AREA 1: ENCLOSED EXISTING STAIRWAY WITH NEW WALL AS SHOWN. DAYLIGHT BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" 32'-0" 14'-0" 2. NEW COVERED EXTERIOR -DECK BELOW BEDROOM S - WW' ." .-REFER-Ta- BUILDING & COVERED PORCH, OU _TUNE BELOW 32'-0" 14'-0" NEW ROOF DORMER iT� 5, g" I ROOF BELOW NOTE: 1) FURRED OUT BY ADDING 2x2 TO ALL EXISTING 2x4 WALL STUD. PROVIDE R-21 int. BATT INSULATION TO ALL EXTERIOR WALLS. 2) REPLACE ALL EXISTING WINDOWS TO U=0.30 AND EXTERIOR DOORS TO U=0.20. 3) REPLACE ALL ROTTEN AND/OR DAMAGED WALL AND FLOOR JOISTS, COLUMNS AND BEAMS/HEADERS AS NEEDED. 4) REPLACE ALL EXISTING PLUMBING FIXTURES TO NEW. NO ADDED PLUMBING FIXTURES WITHIN THIS SCOPE OF WORK. REPLACE ALL LIGHTING; CABINETS AND FINISHES. 5) REFER TO CONSTRUCTION NOTES; WSEC/ENERGY NOTES & STRUCTURAL DRAWINGS FOR MORE DETAILS. / NVEW ,5'x3''/ WINDOW/ ..� SLIDER / ,/U=/O'30/ / / NEW WiNDO v%l! 0:31/ / NEW r ;z3x4 '�M;NDOW. - SUI5ER / //U 'oao' / / '®SMO BEDROOM ` DETECTOR #2/ /NEW 3'X Y. NEW/3x ' WN DO' /Wi\IDOW/ SLIDER f %SLIDER/ w/U ='0.34/; (/U:0(0 NEW ROOF DORMER BUILDING OUTLINE BELOW PROJECT AREAS: CONSTRUCT NEW WALLS & FLOOR JOISTS AS INDICATED. CONSTRUCT STAIRWAYS CONNECT TO MAIN FLOOR. RE -FINISH EXISTING BATHROOM. NEW 3' WINDOW w/U=0.30 O SMOKE DETECTOR /\i; ; OW HOLL / V/VOODDOR/ // DN TO MAIN FLR. 13R ©7.33" 12T ©10" / �1 NEW ROO DORMER NEWT 4'x2' WI r COW w/U 0.30 NEW 4'x2' WIhOW w/U=C 0.30 32'-0" D BEDROOM #3 NEW ROO DORMER BEDROOM EGRESS WINDOW: REFER TO CONSTRUCTION NOTE HOLLO WOOD -NEW STAIR DOO REFER TO STAIR DETAIL MOKE TEC OR CABON C MONXIDE M - C -71 ACGFSS {122"x3 •, NEW ROO DORMER NEW 3'x3' WINDOW AWNING w/U=0.30 NEW HOLLOW WOOD DOOR 7150 CFM BATHRC6 #2 S STUDY' `/,-/ / EW/5'x6. PA TIO/S9t Gi /DOOR 0iJ=0:30' / A i f / EWA' *DO' w /U!0(3 / 14'-0" A-3 NEW ROO ABOVE 2nd FLOOR PLAN SCALE: 1/4" = 1'-0" CONT. HANDRAIL 34"-38" ABOVE TREAD NOSING. TERMINATE AT NEWELL POST, WALL OR SAFETY TERMINALS. STAIR NOTES: • STRINGERS TO BE FIRE -BLOCKED AT BOTH TOP AND BOTTOM. • ALL USABLE SPACE UNDER STAIRS TO BE 1 -HOUR CONSTRUCTION. • MAXIMUM RISER IS 7-3/4". • MINIMUM TREAD IS 10". • MAXIMUM VARIATION OF ALL TREADS IS 3/8" • MINIMUM HEAD HEIGHT TO BE 6'-8". • MINIMUM STAIR WIDTH TO BE 36". • PROVIDE CONTINUOUS HANDRAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. • PROVIDE GUARDRAILS AT LANDINGS MINIMUM 36" HIGH W/ RAILINGS SPACED SUCH THAT A 4" SPHERE CAN NOT PASS THROUGH. • MIN. 3/4" NOSING WHERE STAIR TREADS ARE LESS THAN 11". 3" MIN. BEARING ON 2x12 EXTERIOR UNCOVERED DECK 8' 0" GU RDRAIL +36" A. F. MIN. 0 0 0 w 6'-8" MIN (CLEAR 2x12 OR 1-1/8" PLYWD. TREADS (GLUE & SCREW) TO STRINGERS 2x12 STRINGER © WALL 1/2" MAX. BEVEL OR RADIUS ON TREAD NOSING 30' MIN. STAIR DETAIL NOT TO SCALE SIMPSON TA9 STAIRCASE ANGLE (TYP.) SEE FRAMING PLANS FOR LOCATION OF HEADER PROVIDE (1) LAYER 1/2" GWB MIN. UNDERSTAIR RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER CONSTRUCTION NOTES 1. WALL CONSTRUCTION IS 2x4 HF#2 @ 16"o.c. TYPICAL UNLESS OTHERWISE NOTED. 2. BATHROOM AND LAUNDRY FANS: 80 CFM, KITCHEN EXHAUST FAN: 100 CFM. 3. MINIMUM AIR INTAKE OPENINGS = 4 sq. in. PER ROOM. 4. IN EVERY SLEEPING ROOM, PROVIDE AN EMERGENCY EXIT WINDOW WITH A WIDTH OF 20" MIN. & HT. 24" & NOT LESS THAN 5.7 S.F. OPENABLE AREA (MIN. 3'x4'-6" IF DOUBLE HUNG OR 4'x3'-6" WINDOW IF SLIDER) AND NOT MORE THAN 44" FROM FLOOR TO SILL. 5. SMOKE DETECTORS (S.D.) ARE REQUIRED FOR ALL BEDROOMS AND HALLWAY, HARDWIRED & INTERCONNECTED w/BATTERY BACK-UP. 6. ATTIC ACCESS SHALL BE 22"x30" MIN. WITH HEADROOM TO BE 30" AT ACCESS. ATTIC VENTILATION SHALL BE 1 / 300 ROOF AREA. 7. PROVIDE WATER-RESISTANT GWB BEHIND ALL PLUMBING FIXTURES, PROVIDE WATER-RESISTANT WAINSCOT = 60" MIN. CERAMIC TILE AROUND TUB & SHOWER. 8. MOISTURE CONTROL: EXTERIOR DOORS AND WINDOWS TO BE CAULKED AND WEATHER STRIPPED. RECESSED LIGHTING FIXTURES TO LIMIT AIR LEAKAGE PER WSEC 502.4.4 IN UNCONDITIONED AREAS. ALL PLUMBING, ELECTRICAL,& HVAC PENETRATIONS IN FLOORS, WALLS, & CEILINGS ARE TO BE CAULKED AND SEALED. ELECTRICAL OUTLETS & LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT THE BACK OF THE BOX OR EQUIPPED WITH A FACE PLATE GASKET. SOLE PLATE MUST BE CAULKED OR GLUED TO SUBFLOOR. CAULK & SEAL RIM JOISTS BETWEEN STORIES. 9. FIXTURES, APPLIANCES, FINISHES & ACCESSORIES SHALL BE AS APPROVED BY OWNER. 10. ALL CARBON MONOXIDE ALARM SHALL COMPLY WITH UL2034, TYP. W.S. E.C. TABLE 6-1, PRESCRIPTION REQUIREMENTS FOR GROUP R-3 OCCUPANCY, UNLIMITED III, CLIMATE ZONE 1 U -FACTOR R -VALUES GLAZING (VERTICAL) 0.30 DOOR 0.20 CEILING WIT ATTIC R-49 WALL ABOVE GRADE (STANDARD FRAMING ©16" o.c. W/HEADERS INSULATED WITH A MIN. OF R-10 INSULATION) WALL BELOW GRADE FLOOR SLAB z!r "4 • MEED FOR GDg,Q , PLIANCE APPROVED MAY 192016 City of Tukwila BUILDING DIVISION R-21 int. R-21 int. + TB R-30 R-10 (2' MIN.) ENERGY NOTES 1. BUILDING AIR LEAKAGE TEST REQUIRED PER WSEC R402.4.1.2, AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING MUST BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2" w.g. (50 PASCALS). 2. DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS -33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS MUST BE VERIFIED BY EITHER THE POSTCONSTRUCTION TEST OR ROUGH -IN TEST PER WSE R403.2.2. TOTAL LEAKAGE MUST BE LESS THAN OR EQUAL TO 4 CFM PER 100 SF OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1" w.g. (25 Pa) ACROSS THE ENTIRE SYSTEM. 3. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE IS REQUIRED TO BE COMPLETED BY BUILDER OR OWNER & PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION PER WSEC R401.3 AND INCLUDE THE FOLLOWING: PREDOMINATE R -VALUES, U -VALUES OF FENESTRATION, RESULTS FROM DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING, AND EFFICIENCIES OF HEATING/COOLING/WATER HEATING EQUIPMENT. 4. HEATING AND COOLING EQUIPMENT MUST BE SIZED IN ACCORDANCE WITH ACCA MANUAL 5 BASED ON BUILDING LOADS. MECHANICAL PERMIT WILL BE APPLIED BY SUBCONTRACTOR UNDER SEPARATE PERMIT. 5. BY USING OPTION 5b OF WSEC TABLE R406.2, EFFICIENT WATER HEATING UNIT TO BE GAS EF OF 0.82 OR ELECTRIC HEAT PUMP EF OF 2.0). 6. EXTERIOR WALL HEADER INSULATION INSTALLATION PER IECC/WSEC R202; ADVANCED FRAMED WALLS AND INTERMEDIATE FRAMED WALLS PER WSEC R402.2. 7. R-4 INSULATION ON HOT WATER PIPING REQUIRED PER WSEC R403.4.2. 8. A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN INTERIOR OR EXTERIOR LIGHTING FIXTURES MUST BE HIGH -EFFICIENT LAMPS PER WSEC R404.1. 9. PER IRC TABLE M1507.3.3(1), A 2-3 BEDROOM HOUSE UNDER 3,000 SF, A 60 CFM @ 0.25" WATER GAUGE RUN INTERMITTENT OPERATING WHOLE HOUSE FAN IS REQUIRED. LOCATION OF THIS FAN IS PLACED IN THE LAUNDRY ROOM. THIS FAN MUST HAVE A SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE PER IRC M1507.3.4. id's//7 14632 - 14th Ave. SE Mill Creek, WA 98012 (425) 512-1780 dwudesign@gmail.com PROJECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: A_2 ROOF RIDGE DETAIL, REFER TO DETAIL D TOP OF PLATE 1 .1. 1 4 1: 1 i t_=.-/\ 1, 1 1 1 1 ; 1/ // \\� I t I I i i 171 L i'. 1 1 i,>// / / \\\ t � 1 l 1 I T j 1 r i i i# t i � � t � € t t� i 1 I 111 I 1 I� 111 `1 \\ \\1 i 1 1 4 1 1 i? 1 1 7 11 ` 1 F 1 '. \\ 1 I 1 I—, 11 't 1 t 1" SPACING 0 /\ ///\NN_ // NN // `\ J ti I .I 1 1 1 1 7 1 1 L1 17 I 1 • 1i:t1�!I TOP OF PLATE 1 1 M \\ III N\! f1 ; \\\ 1 1 . i 1 1 177; F } •1 I ` NN 1 t\I TYP. ROOF CONSTRUCTION: • 3—TAB COMP ROOFING • 15# FELT, 1/2" CDX PLYWOOD • EXISTING ROOF RAFTERS • R-49 BATT ATTIC INSULATION 1/2" GWB CEILING / • TYP. +36" HIGH WOOD RAILING REFER TO STAIR DETAIL 0 WOOD SIDING TYP. 2ND FINISHED FLOOR MAIN FINISHED FLOOR 0o WEST ELEVATION SCALE: 1/4" = 1'-O" TYP. +36" HIGH WOOD RAILING REFER TO STAIR DETAIL ROOF RIDGE DETAIL, REFER TO DETAIL D DAYLIGHT BASEMENT FINISHED FLOOR NI NI 1 1 1 1 1 i i 1 I , t ! 1, 1 1 I 1 I 11 1 1 I 1 11111 1' 1 �� 1 ?. I i 11 I,i 1 i i l,' ' 1(1 1 1 € 1 I 1 1 1 ;71 I 1`1 1 11 I I 1 11 1 I r,1 1 1 1) 1 I 1 1 I L► I I I I� ( I1 115 1115 I ROOF RIDGE DETAIL, REFER TO DETAIL D 1 1 1( 1 1. 11 I i 1 • 1 .1 .1 1 1 i,1 1 a_) I I 1 I .1 1 € i 1.1 r- 1 1 1 i E 11 1 . l. f i 1 1 1 t 1 i t 1 i 1 1 1 1 ' 1 1 1 11 1 1 1 t d 11 ! 1 f 1 t A 1�f/% t 7 /!i 1 I I 1] 11 1 L_I 1 1 I .1 t I . 1 j' TYP. FLOOR CONSTRUCTION: • 3/4" T&G PLY COMB SUBFLOORING • EXISTING 2x FLOOR JOISTS • 1/2" GWB CEILING 2ND FLOOR 0 1I 1 N TOP OF PLATE NEW DORMER BEYOND SOUTH ELEVATION SCALE: 1/4" = 1'-0" L - TOP OF PLATE -NEW DORMER BEYOND TOP OF PLATE TYP. +36" HIGH WOOD RAILING REFER TO STAIR DETAIL 2ND FINISHED FLOOR N ROOF RIDGE DETAIL, REFER TO DETAIL D WOOD SIDING TYP. MAIN FINISHED FLOOR co —j DAYLIGHT BASEMENT FINISHED FLOOR TOP OF PLATE 0 N 2ND FINISHED FLOOR 2" ROOF OVERHANG co '.0 TYP. FLOOR CONSTRUCTION: • 3/4" T&G PLY COMB SUBFLOORING • EXISTING 2x FLOOR JOISTS • R-30 BATT INSULATION BETWEEN UNHEATED & HEATED SPACE • 1/2" GWB CEILING � SMAIN FLOOR SDAYLIGHT BASEMENT 886L88888/ 4" CONC. SLAB ON 6 MIL V.B. ON 4" COMPACTED GRANDULAR FILL FOR HEATED AREAS ONLY • •. a $1 • AT TA TAYTATTATATATATATATATATATAT�VAY . ATATATAVA. TATA TT�'TATA 0 R-10 RIGID INSULATION FOR ENTIRE HEATED SPAC TYP. EXTERIOR WALL CONSTRUCTION: • WOOD SIDING • 15# BUILDING PAPER OR DUPONT TYVEK WATER—RESISTIVE BARRIER • 15 / 32" PLYWOOD • EXISTING 2x STUD (FURRED 2x2) • R-21 int. BATT ATTIC INSULATION • CLASS 1:0.1 PERM VAPOR RETARDERS • 1/2" GWB rt Dew 4L'INol, 111 11111 11111 TYP. EXTERIOR WALL N.T.S. L J EXISTING UNHEATED CRAWL SPACE TO REMAIN EXISTING FOUNDATION TO REMAIN TYP. FURRED WALL BELOW GRADE: 2x6 STUDS ©16" o.c. R-21 int. + TB BATT INSULATION i" GWB © INTERIOR BASEMENT FURRED WALL N.T.S. MAIN FINISHED FLOOR DAYLIGHT BASEMENT FINISHED FLOOR EXTEND TO BOTTOM OF STRUCTURE & PROVIDE TOP & BOTTOM PLATES TO ALLOW FOR VERTICAL ADJUSTMENT PROVIDE BLOCKING IN WALLS AS REQUIRED FOR: A. DOOR FRAMES B. WALL MOUNTED DOOR STOPS C. COUNTERS 2x4 STUDS ©16" o.c. 2x6 HF#2 STUD @16" o.c. FOR PLUMBING & INSULATION WALLS R-21 int. + TB BATT INSULATION FOR BASEMENT " GWB ON BOTH SIDES HORIZONTAL BRIDGING © Y2 POINT WALL BASE + t'yi,'Y �' + .,- _* + • +, + + TREATED 2X4 BASE PLATE. FASTEN TO FLOOR WITH CONCRETE EXPANSION FASTENERS @ 12" 0.0. MAX. INTERIOR PARTITION WALL N.T.S. L_ 111111/iIH1IHIIv1IH111111III/HIIIIIIIUIRHIIIIII IH1/H1IH11111IH1II11111111111IIv1I111111II1 I t `'_' 1 11 ' 1 1 I 1 I ' tllr I I 1 12 1 h I 1 1 € 1, 1t 1 p! 1 I } 1, I' t 1' : t 1 i 1 1 1 _ t t f i _� t f I 1 1 1 f -'i Timmy I 1 i t t 1 1 1 I. I 1 t 1 'i- t 1 1 1 l 111 1 , 1 i€ 1 1 }� 1 1' i f 1 1 1 1 i I i 1 1 l }t 1 1 1 1 1 1 1 1 1 1 1 1 11 j t l I 11,1 1 1 1 1 1 1 1 I # 1 I ? I € 1 Ti .1 NORTH ELEVATION SCALE: 1/4" = 1'-0" RIDGE VENT W/ INTEGRAL FLASHING @ LOCATIONS ON BUILDING ELEVATIONS 3 -TAB ASPHALT COMPOSITION ROOFING, TYP. ROOF RIDGE DETAIL N.T.S. TYP. +36" HIGH WOOD RAILING REFER TO STAIR DETAIL FREVID FOR CODE COMPLIANCE APPROVED MAY 19 2016 City of TIMI! BUILDING DIVIS RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER 1(1% oo q 7 design 14632 - 14th Ave. SE Mill Creek, WA 98012 (425) 512-1780 dwudesign@gmail.com PROJECT: Roy Bishop House Remodel LOCATION : 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: A-3 BUILDING ENCLOSURE DETAILS GENERAL NOTES: 0 ALL METAL HEAD FLASHING TO BE MINIMUM 26 GAGE AND HAVE A STANDARD 4" HIGH FLANGE, WITH 1" MIN. LONG HEMMED VERTICAL EDGE. SEE 4/BE-4 FOR FLASHING PROFILE. NOTE: HOLD DRIP EDGE 1/8" OFF FACE OF EXTERIOR FINISH AT INSTALLATION. O SLOPE TOP OF TRIM AS REQUIRED WHERE DRIP IS NOT PRESENT. 3 RECOMMENDED BUILDING PAPER TO BE GRADE "D"60 -MIN PAPER WITH MIN. 6" HORIZONTAL LAP, AND 12" VERTICAL LAPS, MINIMUM 18" WRAP AROUND OUTSIDE AND INSIDE CORNERS. O4 BITUTHENE ON FOUNDATION WALL TO BE RATED:EXAMPLE:BITUTHEN 3000 WITH PRIMER -BY WR GRACE -AND APPROVED PROTECTION BOARD. OALL WOOD TRIM INCLUDING WALLS, BALCONIES, ROOFS MUST BE PRIMED. ALL CUT SURFACES MUST BE REPRIMED BEFORE INSTALLATION. OROUGH OPENING FOR WINDOWS AND DOORS TO BE PER MANUFACTURERS DIMENSIONS PLUS (+) 1/4". MAINTAIN CONTINUOUS 1/4" GAP AROUND DOOR AND WINDOWS OPENING FOR SHIM AND SEALANT JOINT. 0 MAINTAIN SEALANT JOINT DEPTH TO WIDTH RATIO AS RECOMMENDED PER SEALANT MANUFACTURER. SEALANT JOINTS TO BE TOOLED. INSTALL BUILDING SIDING PER MANUFACTURE SPECS. CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHING. 0 SHEET SERIES IN THE DRAWING SET REFERS TO WATER INFILTRATION DETAILS. CONSTRUCTION DETAILS ARE REFERENCED SEPERATELY IN THE DRAWING SET. THEREFORE ANY OVERLAP OF CONSTRUCTION DETAILS SHOWN HEREIN IS INCIDENTAL AND IS INTENDED TO SHOW BUILDING ENCLOSURE DETAILS IN THE OVERALL CONTEXT. INSTALL WINDOW. SECURE WINDOW BY JAMB NAIL FLANGE, SIDE AND BOTTOM PER MMA 2400-02. IF R.O. IS NOT CORRECT DO NOT INSTALL WINDOW. 0 0 0 0 '.1 0 0 0 0 0 0 0 STEP 4 APPLY 6" STRIPS SBS MODIFIED SELF-ADHESIVE, BITUTHENE WATER -PROOFING AT ANY TWO ADJOINING JAMB NAILING FLANGE ADJACENT TO EACH OTHER (INTERIOR MULLIONS). 0 0 �. G 0 0 0 0 o ^O o 0 STEP 8 INSTALL 9" WIDE REINFORCED NONADHESIVE EQUAL TO MOISTOP NEXT, BY FORTIFIBER AT SILL. EXTEND FORTIFIBER FLEXIBLE FLASHING 9" PAST ROUGH OPENING @ EACH SIDE. FASTEN ALONG TOP EDGE ONLY UNDER ROUGH OPENING. LEAVE 12" MIN. LOOSE @ EACH END TO ALLOW GRADE "D" 60 MIN. PAPER TO BE TUCKED UNDERNEATH FORTIFIBER FLEXIBLE FLASHING @ STEP 5. ,•01,1 /V/ APPLY 9" STRIP SBS MODIFIED SELF-ADHESIVE, FLASHING WATER -PROOFING OVER SHEET. MTL. FLASHING AT HEAD TO SHEATHING. HEAD FLASHING PER DETAIL 4/BE.4 EXTEND FLASHING 9" MIN. PAST WINDOW JAMB @ EACH SIDE. 9;' MIN 9". MI STEP 5 APPLY 6" STRIPS SBS MODIFIED SELF-ADHESIVE, FLASHING WATER -PROOFING TO JAMB NAIL FLANGE AND OVER GRADE "D" 60 MIN. PAPER AT WINDOW JAMBS. BITUTHENE SHALL BE APPLIED TO EXPOSED JAMB NAIL FLANGE AND LAP ONTO GRADE "D" 60 MIN. PAPER. BITUTHENE SHALL BE APPLIED 4" MIN. ABOVE WINDOW UNIT AND EXTEND 12" MIN. BELOW WINDOW UNIT. O 0 STEP 1 CO 3. FOLD FLEXIBLE FLASHING (POLYETHYLENE) INSTALLED IN STEP 2 AGAINST FACE OF BUILDING. NOTE**:BEIC DOES NOT RECOMMEND, RATHER ELIMINATE STEP2 STEP 2 SHINGLE GRADE "D" 60 MIN. PAPER FROM BOTTOM TO TOP. GRADE "D" 60 MIN. PAPER COURSE AT BOTTOM OF THE WINDOW UNIT, START BY CUTTING GRADE "D" 60 MIN. PAPER AND TUCK UNDERNEATH THE REINFORCED VAPOR BARRIER & WINDOW UNIT LAPPING PAPER UP SIDES MIN. 4" UNDER ROUGH OPENEING FLEXIBLE FLASHING. o a o 0 o a o 0 .. R• ' H •'E NG .'..FRO H �.�OP' ING . V STEP 6 INSTALL SHEET MTL. FLASHING AT HEAD OVER TRIM BOARD. INSTALL 9" WIDE FORTOFIBER FLEXIBLE FLASHING AT JAMBS. START 6" MIN. ABOVE ROUGH OPENING AND EXTEND 12" PAST ROUGH OPENING LAPPING OVER FLEXIBLE FLASHING @ SILL. FASTEN ENTIRELY ALONG BOTH EDGES. LEAVE 9" MIN. LOOSE @ BOTTOM (DO NOT REMOVE BACKING) TO ALLOW GRADE "D" 60 MIN. PAPER TO BE TUCKED UNDERNEATH FORTIFIBER FLASHING @ STEP 5. 9„ 9" NEXT HORIZONTAL GRADE "D" 60 MIN. PAPER COURSE LAP DOWN PER SPECS. OVER PREVIOUS GRADE "D" 60 MIN. PAPER, FLEXIBLE FLASHING AND WINDOW UNIT. LAP GRADE "D" 60 MIN. PAPER ONTO JAMB, NAIL FLANGE 1/2", LEAVING THE JAMB NAILING FLANGE EXPOSED FOR ATTACHMENT OF SBS MODIFIED SELF-ADHESIVE, FLASHING WATERPROOFING FLASHING SHALL HAVE 4" MIN. UPTURNED LEG AND SHALL EXTEND 1/2" BEYOND JAMB OF WINDOW FRAME EACH SIDE.SEE DETAIL 5/BE.4 METAL FLASHING SHALL BE CONTINUOUS OVER GROUPED WINDOWS. 0 1/2" MIN. /i,,4//i//////// 21 G .. 0 - 0 0 L-1 STEP 9 STEP 10 WINDOW WATERPROOFING WITH CONCEALED FLASHING DETAILS SCALE: NTS STEP 7 CONTINUE SHINGLING GRADE "D" 60 MIN. PAPER OVER HEAD FLASHING, SBS MODIFIED SELF-ADHESIVE, FLASHING WATER -PROOFING AND UP THE SIDE OF THE BUILDING. STEP 11 C9 GRADE "D" 60 MIN. PAPER JAMB NAIL FLANGE REVI5W D FOR CODE COMPLtA CE APPROVED MAY 19 2016 City of Tukwila BUILDING DIVISION NOTE: (2) LAYERS GRADE "D" 60 MIN. BUILDING PAPER SHALL BE APPLIED TO BUILDING FIELD. FIRST LAYER SHALL EXTEND AROUND ROUGH OPENING & UNDER WINDOW WRAP AT SILL & JAMB & OVER HEAD FLASHING. SECOND LAYER SHALL EXTEND UNDER WINDOW WRAP AT SILL AND OVER WINDOW WRAP AT JAMBS & OVER HEAD FLASHING. LAP ALL BUILDING PAPER JOINTS PER STEP #1 RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER b 0 0 q dkVL-/a'e5iq,7 14632 - 14th Ave. SE Mill Creek, WA 98012 (425) 512-1780 dwudesign@gmail.com PROJECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: A-4 0 NOT USED SLOPED HEAD FLASHING EXTEND TO EDGE OF HORZ. TRIM SLOPED -HEAD FLASHING BUTT TO VERTICAL TRIM 10 5/4x6 HEAD TRIM 1" PAST TRIM :EVELED 2X2 OVER 5/4x6 1— w 0 cn x �t- uD 5/4x6 SILL TRIM FINISH FLOOR 4" CONCRETE SLAB & REINF. 4" GRANULAR FILL 15 MIL POLYETHYLENE FILM VAPOR BARRIER GRAVEL NATIVE EARTH SLAB ON GRADE SCALE: NTS 2" LONG CAULK DAM FULL DEPTH (TYP.) n 3/8" GAP (TYP.) 3/8" BACKER ROD AND CAULK 0 WINDOW ELEVATION @ LAP SIDING SCALE: NTS METAL FLASHING NOTE: METAL FLASHING AT BOTH ENDS OF WINDOW WHERE VERTICAL TRIM ENDS ON TOP OF SILL TRIM .6-o) END FLASHING AT SILL TRIM SCALE: NTS i FRAMING PER STRUCTURAL SHIM WINDOW TO BOTTOM OF ROUGH OPENING FOR LEVELING & SUPPORT 5/4 X TRIM W/ BEVEL TOP 1/4" MIN. BACKER ROD & SEALANT NAILING FIN ATTACHED TO FRAME OF BUILDING WINDOW WRAP BUILDING PAPER EXT. SHEATHING SIDIN 11 • • i 1 BACK FACED R-19 BATT. OR EQUAL PER WA ENERGY CODE) HEADER PER STRL. SHEATHING WRAPPED W/MOISTURE BARRIER SIDING PER ELEV. FLASHING IF EXPOSED TO WEATHER CASING ATTACHES TO FRAME OF BUILDING. INSULATION RABBETED JAMB S1► ORTIFIRE STRIP OVER METAL FLASHING METAL FLASHING w/4" FLANGE MIN. BUILDING PAPER BEHIND BAND - EXTEND 6" FOR OVERLAPING. WOOD BAND PER ELEVATION RESILIENT CAULK EXTERIOR SIDING PER ELEVATION BUILDING PAPER BEHIND BAND - EXTEND 6" FOR OVERLAPING. BUILDING PAPER w/UPPER LAYER HORIZONTALLY OVER -LAPPING LOWER LAYER 6" MINIMUM& VERTICAL JOINTS OVER -LAPPING 12" MINIMUM. WRAP BUILDING PAPER 18" MIN. AT INSIDE AND OUTSIDE CORNERS. BELLY BAND FLASHING SCALE: NTS WINDOW SILL @ LAP SIDING SCALE: NTS EDGE OF CASING BOTTOM RAIL OF DOOR CARPET & PAD FINISH FLOOR SUBFLOOR WD. OR MTL. THRESHOLD W/WEATHER STRIP SILL W/DRIP 24 GA. G.I. PAN FLASH'G W/END DAM SET IN SEALANT DECK SIDING PER ELEV. SHEAT'G PER WALL TYPE RIM JOIST SILL BLOCKING UNDER JOINT BETWEEN NOTE SUBFLOOR & SILL FINISH ALL EDGES OF EXTERIOR DOORS TO PREVENT SWELLING SIDE JAMB ADD SHIM & SCREW JAMB TO FRAMING BEHIND HINGES OF HEAVY DOORS. CASING ATTACHED FIRMLY TO FRAMING RABBITED JAMB SIZED TO WIDTH OF WALL (FRAMING + SHEATHING + INTERIOR FINISH) EDGE OF SILL BELOW TRIM PER ELEV. 11 EXTERIOR SWING DOORS SCALE: NTS BUILDING PAPER EXTERIOR SIDING PER ELEVATION CAULK JOINT WOOD TRIM PER ELEVATION CONTINUE ROOF UNDERLAYMENT 6" UP WALL 5" x 5" METAL FLASHING COMPOSITION SHINGLES ASPHALT SATURATED FELT PAPER UNDERLAYMENT 0 ROOF TO WALL FLASHING SCALE: NTS BACK FACED R-19 BATT. OR BETTER PER WA ENERGY CODE) /(-1/4" CONTINUOUS SHIM1 V� EXT. SHEATHING SIDING PER ELEV. CAULK ALL AROUND TRIMS 5/4x TRIM CLOSED CELL BACKER ROD AND CAULK (TOOLED JOINT) FOLDED HEAD FLASHING 3/8" BITUTHENE TAPE OVER BLDG. PAPER OVER WDW FLANGE (HOLD PAPER BACK FROM FLANGE/FRAME JOINT [" TO ALLOW BITUTHENE TO SEAL TO FLANGE) NOTE: - INSTALL SIDING PER MFG SPECS - DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE -REPAIR OR REPLACE WINDOW IF FLANGE BREAKS - CAULK ALL SEAMS, JOINTS & CORNERS OF FLASHINGS WINDOW JAMB @ LAP SIDING SCALE: NTS A RECOMMENDED SOLUTION IS, TO TRIM & FOLD THE FLASHING ON SITE, AS SHOWN BELOW. 1. TRIM FLASHING LONGER THAN HEAD CASING & NOTCH BACK TO CASING FOLD IN FLASHING 2. FOLD DRIP UP, TO CREATE UPTURNED END DAM FLASHING 26 GA. 3. VERTICAL EDGE HEMMED BACK & HELD 1/8" OFF FACE OF CASING SURFACE OF SIDING TO BE APPLIED LATER 12 WINDOW/DOOR HEAD FLASHING SCALE: NTS FASTEN FRONT AND SIDE INTERIOR FLOOR CAULK © VERT. BUTT JOINTS 44 GWB FRAMING PER STRUCTURAL CORNER TRIM PER ELEVATION EXTERIOR SIDING PER ELEVATION NOTE: WHERE LAP SIDING IS USED BUTTINGS.EA CO'iNIEB TRIM AS REQUIRED tx I. BUILDING PAPER w/ UPPER LAYER HORIZONTALLY OVER -LAPPING LOWER LAYER 6" MINIMUM& VERTICAL JOINTS OVER -LAPPING 12" MINIMUM. WRAP BUILDING PAPER 18" MIN. AT INSIDE AND OUTSIDE CORNERS. CAULK CO VERT. BUTT JOINTS 2x2 VERT. TRIM ==7.=== 111 O INSIDE/OUTSIDE CORNER DETAIL SCALE: NTS EXT. SHEATH'G PER STRUCT. BLDG PAPER OVER FLASHING FLANGE EXTERIOR SIDING PER ELEVATION 2x6 TOP PLATES Z STEP FLASHING 5/4x TRIM BITUTHENE TAPE OVER BLDG. PAPER OVER WDW FLANGE (HOLD PAPER BACK FROM FLANGE/FRAME JOINT [" TO ALLOW BITUTHENE TO SEAL TO FLANGE) CAULK DAM BEYOND (FULL DEPTH) SET IN CONTINUOUS BEAD OF CAULK AT WINDOW FLANGE AND ENDS II abi,i,, Est, I 1; il :Oil 0 ,0„„,, „„ 6,,,I, yire IF R NAILER ti HDR PER STRUCTURAL NAIL FLASHING ABOVE WINDOW FLANGE FLASHING PAPER FACE WRAP ONLY z1 O I 0 0 WINDOW HEAD @ LAP SIDING SCALE: NTS AT TOP EDGES WITH NON CORROSIVE FASTENERS FOR ELASTOMERIC COATING: 24 GA. FULLY SOLDERED FOR MEMBRANE DECKING: PVC -COATED 24 GA SHEET METAL OR PER MANUFACTURER REQUIREMENT BACK DAMS PATIO/BALCONY sr -. 4 s�0 tion �r- DOOR OPENING SIDE DAMS METAL FLASHING FRONT DAMS 13 EXTERIOR WALL/DOOR THRESHOLD SCALE: NTS REVIEWED FOR pODE CQMPLIANCE :a APPROVEb • MAY 19 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER bUo' g�qi %des/q/i 14632 - 14th Ave. SE Mill Creek, WA 98012 (425) 512-1780 dwudesign@gmail.com PROJECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: VENT PIPE BEAD OF ROOF CEMENT SHINGLE CUT TO FIT OVER PIPE STEP 1 STEP 2 UNDERLAYMENT VENT PIPE PREFORMED FLANGE PLACE OVER PIPE AND SET IN ASPHALT PLASTIC CEMENT UNDERLAYMENT BEAD OF URETHANE SEALANT BETWEEN PIPE AND FLANGE UPPER AND SIDE SHINGLES OVERLAP FLANGE AND ARE SET IN ASPHALT PLASTIC CEMENT LOWER PART OF FLANGE OVERLAPS OWER SHINGLES STEP 3 APPLICATION OF SHINGLES AROUND PIPE FLASHING SCALE: NTS NOTES: 1. ALL FLASHING TO BE GALVENIZED. 2. ALL FLASHING TO BE MIN. 28 GAUGE. 3. PRIME AND PAINT ALL FLASHING TO MATCH DECK COLOR. EXTERIOR WALL N • RUN FLASHING FROM PLYWD. SHEATHING 0 FLOOR BEHIND 2x CANT TRIP UNDER THRESHOLD 6" MIN. FLASHING RIM JOIST & BACKUP BLKG 0 DOOR ELASTOMERIC 2x JOSIT PER STRUCT. EXT. SHEATHING 1/4" SOFFIT PANEL 2x P.T. LEDGER PER STRUCT. UN EXT. SHEATHING CONT. OVER FACE OF STUDS LAST. COATG OVER 'L' FLASHING ELASTOMERIC COATING OVER 1/2" ACX PLYWD 5/8" CDX PLYWD Cay kl/ALL 2x JOSIT PER STRUCT. EXT. SHEATHING 1/4" SOFFIT PANEL (COLOR BY OWNER) 2x P.T. LEDGER PER STRUCT. SECTION DETAILS @ DECK SCALE: NTS FLASHING w/ DRIP EDGE DECK TO WALL JOINT TRANSITION FLASHING DECK FLASHING STAIR STRINGER STRINGER FLASHING OVER BITUTHENE, RUN BITUTHENE UP WALL, RUN FLASHING CONTINUOUS UP WALL CORNER TRANSITION FLASHING (SEE DWG. 7/WI-4) BITUTHENE EDGE OF PLY TO FASCIA 0 STAIR LANDING @ WALL CENTER CONDITION SIM. SCALE: NTS OLD OUTSIDE DECK CORNER FLASHING INSIDE WALL CORNER TO DECK JOINT TRANSITION FLASHING UT UTSIDE DECK CORNER FLASHING FOLD 1 Ni EXTERIOR SIDING PER ELEVATION BUILDING PAPER ELASTOMERIC COATING (RUN 6" UP WALL AND OVER FLASHING MIN.) METAL FLASHING ELASTOMERIC DECK PLYWD.- COVER EDGE OF PLYWD. W/BITUTHENE UNDER FLASHING BITUTHENE FACE OF BM. RUN ON WALL & PLYWD. EDGE 2x NAILER TO EXTEND 1" MIN. BEYOND BM. DECK COATING OVER SLOPED •Rt" PLY. CANTILEVERED INTERIOR 2X10 P.T. JOISTS 2X12 WOOD BLOCKING HARDI PANEL SHEET GOODS CEDAR MILL FINISH 11 SECTION @ O DECK FLASHING SCALE: NTS 2X12 FLOOR JOISTS STRINGER GALV. SPACER TUBE ANGLE BRACKET GALV. • . 0 STAIR STRINGER SCALE: NTS DECK EDGE TO WALL CORNER TRANSITION FLASHING REMOVE CUT CUT SET IN SEALANT COMPATIBLE WITH COATING, TYPICAL AT ALL LAPS SEE ALTERNATE FOR SOLDERED "C" FLASHING INSIDE WALL CORNER TO DECK JOINT TRANSITION FLASHING DECK FLASHING SCALE: NTS DECK EDGE TO WALL CORNER TRANSITION FLASHING WEA FOR pop CQMPL NCE r APPROVED MAY 19 2016 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 112016 PERMIT CENTER �(b-oog7 e5/4n 14632 - 14th Ave. SE Mill Creek, WA 98012 (425) 512-1780 dwudesign@gmail.com PROJECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE 2012 INTERNATIONAL RESIDENTIAL CODE (IRC). THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE. BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: SNOW LOAD FLOOR LOAD SOIL CAPACITY 25 psf 40 psf SOIL BEARING CAPACITY UNDER EXISTING FOOTING TO BE 2000 psf. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON © 6"o.c. AT ALL EDGES AND 8d COMMON © 12" o.c. AT ALL INTERMEDIATE SUPPORTS. MAIN LEVEL FLOOR SHEATHING (SUB—FLOORING) 1S TO BE 23/32" MINIMUM SPAN RATED 24" O.C. T&G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON AT 6" o.c. AT ALL EDGES AND AND 10d COMMOM © 12"o.c. AT ALL INTERMEDIATE SUPPORTS. UPPER LEVEL FLOOR SHEATHING (SUB—FLOORING) IS TO BE 5/8" MINIMUM SPAN RATED 16" O.C. T&G DIRECTLY GLUED AND NAILED TO SUPPORTING JOISTS OR BEAMS WITH 10d COMMON AT 6" o.c. AT ALL EDGES AND AND 10d COMMOM © 12"o.c. AT ALL INTERMEDIATE SUPPORTS. ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. STRUCTURAL GLUED LAMINATED TIMBER MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STREE GRADE COMBINATION 24F—V4. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG—TIE COMPANY, INC. FASTENERS INSTALLED IN PERSERVATIVE TREATED WOOD TO BE HOT DIPPED GALVANIZED PER 2012 INTERNATIONAL RESIDENTIAL CODE. WOOD FRAMING: 2x LUMBER TO BE HF# 2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & TOP PLATES HF#3 WHERE NOT SPECIFIED ON THE PLANS: a.) WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4'-0" APART AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8-16d SINKERS. b.) NAILING SCHEDULE SHALL BE PER TABLE R602.3 (1) IN 2012 INTERNATIONAL RESIDENTIAL CODE (IRC) U.N.O. NEW OR EXIST. ROOF RAFTER PER PLAN —'IT'—'—'—.—'IT1T 1 r X NEW RIDGE BEAM PER PLAN 4x4 NEW POST w/SIMPSON A23 TOP & BOTTOM II III! II .i_I I I I I iii 1111 ii 11111 II 11111 II EXISTING —� (;) EXISTING WINDOW OPENING III I I 1 1 1 1 1 II 1 I LI. _._._._._._._._._._._._._. I� 1 L._._._.� I IIE:1.-::::::—:...7...:..7::..._ ---- ---SIL ._.JI iiia R .—IT•—•— —• -1•r'— —:Iii ii iii! II II II iii II IIII II lI II III III II I. !! !Iii II ;;;I 11 i� 11 1,,; NEW RIDGE BEAM OVER EXISTING WINDOW OPENING N.T.S. EXISTING RIDGE NEW OR EXISTING RAFTER grAl 11111111111111.11111111111111111111111 2x6 COLLAR TIE ©• EACH RAFTER AT MID POINT OF RAFTER w/(5) 10d NAILS AT EA END COLLAR RAFTER TIE N.T.S. L. posr 44 -op at.ocK/i'J r fj,vDEr po5 r 71 oK-r Fir , 5/ n1 5/ E 4-' pe)sT 5impS+N A 23 CA 51DE OF Po sT 4- J_: / BGoc�e„ma ps0 p657 BASE 4.25eSo. x 6 ” /r, r,c, POST CoA/771v145 76 F007t ' q 2x8 HEADER BEAM (&kiv TO POST 0 -STUD WALL -AT 5,4 lv P SIMPSON A23 BETWEEN RAFTER EA SIDE OF RIDGE 2x SHIM IE BETWEEN RAFTER w/(4) 12d NAILS EXISTING RIDGE NEW OR EXISTING RAFTER 2x6 TIE © EVERY 4TH RAFTER w/(5) 10d NAILS AT REAFTER NEW RIDGE BEAM SIMPSON A23 E/ SIDE of TIE HEADER 8d NAILS ©12" o.c. STAIR STRINGER 2x6 COLLAR TIE © EACH RAFTER AT MID POINT OF RAFTER w/(5) 10d NAILS AT EA END RAFTER N.T.S. COLLAR TIE TAGGER SHEATHING 4'-0" PERPENDICULAR TO RAFTER BELOW ___---- RAFTER PER PLAN E TYPICAL ROOF SHEATHING LAYOUT N.T.S. REVIEWED FOR CODE CO.MPLIANCE i APPROVED MAY 19 Mb City ofTukwila BUILDING DIVISION 00 7 K. ANTHONY WONG awong@awstructural.com (425) 466-3194 C. L /04000)1141014 a� w,' '',,` Q a% :> .F; G o es PROJECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: r (2) 4x4 PT POSTS ON PRECAST CONCRETE DECK BLOCK w/ ELEVATED POST BASES L _ J L _ J (2) 4x4 PT POSTS ON PRECAST CONCRETE DECK BLOCK w/ ELEVATED POST BASES 0 EXISTING FOUNDATION_ & FOOTING IS11NG x6 POSTS ICAC o NEW 2x6 HF#2 016" o.c. WALL, TYP. NEW WELL STAIR 61- „1 NEW 2x6 HF#2- 016” o.c. WALL, TYP. NOTES: 0—u — DETAIL PER S-1 `SLAB—ON 4" CONC OVER 6 MIL V OVER 4" GRANtk k 0 - FOUNDATION - FOUNDATION PLAN SCALE: 1/4" = 1'-0" (2) 4x4 PT POSTS ON PRECAST CONCRETE DECK BLOCK w/ ELEVATED POST BASES 4x4 P/T POST 6x10 P/T EDGE BEAM (TYP.) 6x1D P/T EDGE BEAM (TYP.) 2X6 ©16" 0.c. EXISTING JOIST & BEAM 4x1 - post EXIST. JOIST CUT SHORTENED AT STAIR OPENING & SUPPORTED ON NEW WALL NEW 2x4 HF#2 WALLS 4x4 T P J / POST EXISTING JOIST & BEAM NEW STAIR STRING (3) 1 6d NAILS TO EACH WALL STUD EXISTING JOIST & BEAM NOTES: 0----1.1 —DETAIL PER S-1 FRAMING NOTES: 1. JOIST HANGERS TO BE SIMPSON "IUS" SERIES U.N.O. -,4LL Late 6 N4 pa STs StWL OS Co Tt N u 1) b u' N -rb Foc-trNc. S -28-TAIL Ff 5-I MAIN FLOOR FRAMING PLAN SCALE: 1/4" = 11-0" 6x10 P/T EDGE BEAM (TYP.) 4x4 P/T POST (TYP.) b (%�Qq7 K. ANTHONY WONG awong@awstructural.corn (425) 466-3194 4LL PROJECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: 4x4 P/T POSTS REF. DETAIL E/S-1 SHEATHING LAYOUT (TYP.) 4x8 P/T ROOF - EDGE BEAM (TYP. \-- i 2XaHF`2. p16 0.c. A C S-1 20 "F.2 ©8 o.c• X — — -- — NEW ROOF BELOW REF. DETAIL E/S-1 FOR SHEATHING LAYOUT (TYP.) NEW STAIR ST (3) 16d NAILS EACH WALL ST NEW ROOF BELOW REF. DETAIL E/S-1--' FOR SHEATHING LAYOUT (TYP.) NOTES: 0--11 =DETAIL PER S-1 P tPiL- -e/5-1 FOR F1 GAM .RO o `- S t�-A-T1A-tr' EXIST. JOIST CUT SHORTENED AT STAIR OPENING. & SUPPORTED ON NEW WALL NEW 2x4 WALL FRAMING NOTES: 1. EXTERIOR WALLS TO BE FRAMED w/ 2x6 STUDS © 16 o.c. U.N.O. 2. INTERIOR WALLS TO BE FRAMED w/ 2x4 STUDS © 16 o.c. U.N.O. 3. -ALL Lb&D WriqtJci FTS (oiv-uNcce .pQWN! To Fvorw- D�T �L F/5-1 UPPER FLOOR & LOWER ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" GLULAM 3-1/8"x12 NEW RIDGE BEAM 11 4x4 POST UNDER GLULAM CONT. TO FOUNDATION GLULAM 3-1/8"x12" NEW RIDGE BEAM NOTES: 0--11 =DETAIL PER S-1 2 ses v T 1L 6/5-1 FDR T`ip/ c4L, RooF S T&1A OZtiT UPPER ROOF PLAN SCALE: 1/4" = 1'-0" R CODECQMPLIANCE APP MED MAY192016 City of Tukwila BUILDING DIVISION bRrOodf7 K. ANTHONY WONG awong@awstructural.com (425) 466-3194 PROJECT: Roy Bishop House Remodel LOCATION: 4921 South 107th St. Tukwila, WA 98178 FILE: 2016-015 DATE: 04/01/2016 PREPARED BY: D. WU REVISIONS: SHEET NUMBER: