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Permit D18-0022 - MATEVOSOV RESIDENCE - NEW GARAGE AND DWELLING UNIT
MATEVOSOV RESIDENCE 12091 44T" PL S DI 8-0022 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3347401475 Permit Number: D18-0022 12091 44TH PL S Project Name: MATEVOSOV RESIDENCE Issue Date: 5/23/2018 Permit Expires On: 11/19/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: MATEVOSOV MATEVOS+SEDA MATE 12091 44TH PL S , TUKWILA, WA, 98178 SEDA MATEVOSOV Phone: (206) 755-7598 12091 44TH PL S , TUKWILA, WA, 98178 OWNER AFFIDAVIT - SEDA MATEVOSOVA Phone: License No: Expiration Date: Lender: Name: MATEVOSOV MATEVOS+SEDA MATE Address: 12091 44TH PL S , TUKWILA, WA, 98178 DESCRIPTION OF WORK: ADDITION TO EXISTING SFR. NEW GARAGE AND NEW DWELLING UNIT. PUBLIC WORKS ACTIVITIES INCLUDE - STORM DRAINAGE & EROSION CONTROL. Project Valuation: $135,101.02 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,463.33 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: TUKWILA 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 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 1 Permit Center Authorized Signature: Date: 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 the conditio.,. attached to this permit. Signature: Print Name: SEpA 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 5: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 6: Storm drainage for the new addition is described as being tied into the existing storm drainage system for the existing house. If new downspouts are to be directed to a new storm drainage system, then provide a revision to this permit to Public Works. Coordinate with the Public Works Inspector. 7: ***BUILDING PERMIT CONDITIONS*** 8: 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. 9: 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. 10: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 11: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 12: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: All wood to remain in placed concrete shall be treated wood. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 18: 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. 19: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 20: 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. 21: 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. 22: 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). 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 24: 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. 25: 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. 26: 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 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKW74 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Di$ Project No. Date Application Accepted: 4teh V it Date Application Ex I Expires: (For ell use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Dog( Tenant Name: IV r V Q'7 O y 7 144 C( J King Co Assessor's Tax No.: 3 3 c1 %V l! / Suite Number: PROPERTY OWNER / Name: /('lakt/os f .idq l tJi,J ek1%a.w Address: 00 q/ y y t p s City: Tit icivi [ �1 State: WA Zip: Wig CONTACT PERSON — person receiving all project communication _%SeU Gf /Wa,kvos�V Address: j q' IS PL S City: I kw i k State: wA Zip: "l /a Phone: 1 Ob 7% 75 'Fax: o{ Email: Pia -kVO' %i'jl Of 7U1 S1Vi1` G 10144 CA GENERAL CONTRACTOR INFORMATION Company Name:0 (A)N jr bit ,moi 00 11 Address: Address: City: State: Zip: Phone: Fax: 4. ) Contr Reg No.: Exp Date: f�/ Zip:q f 7/ Tukwila Business License No.: City: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Floor: New Tenant: ❑ Yes P.. No ARCHITECT OF RECORD Name: ,moi 00 11 Company Name: Address: d -(i \ \ I11 ,� 611 Architect Name: City: 4. ) Address: f�/ Zip:q f 7/ City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: ,moi 00 11 Company Name: Address: d -(i \ \ I11 ,� 611 Engineer Name: City: 4. ) Address: f�/ Zip:q f 7/ City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: ,moi 00 11 n,� /vC4-66S /14e-teu&iv Address: d -(i \ \ I11 ,� 611 4 nL S City: 4. ) State:t"w4 f�/ Zip:q f 7/ Page 1 of 4 BUILDING PERMIT INFORMATICc 206-431-3670 Valuation of Project (contractor's bid price): $ 3.57/(%d Existing Building Valuation: $ p� 04 Dod Describ the scope of work (please provide detailed i formation): (j j�f'1 ��'%s� ' .!— ST of 11/4(4,eta e *id ne.tv pktv..2"47,2,4Z* Will there be new rack storage? ❑ .... Yes 0..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: 2 Lot Area (sq ft): Floor area of principal dwelling:' 00d Floor area of accessory dwelling: ( 7 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list ofnzaterials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health A/7A Department. H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor /�Exxisting .1 UW --76a ✓ C F S FR rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 611 ,SE k S PR. Detached Garage Attached Carport Detached Carport Covered Deck 3 r �p San t` $ FR Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: 2 Lot Area (sq ft): Floor area of principal dwelling:' 00d Floor area of accessory dwelling: ( 7 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list ofnzaterials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health A/7A Department. H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOI ATION — 206-433-0179 Scope of Werk (please provide detailed information): G 1(1 14n/ Ked Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District #I25 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View 0...Renton ❑ ...Sewer Availability Provided ❑... Renton ❑... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑. ❑.. 0...Geotechnical Report O ...Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) O ...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone 0...Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut . Looped Fire Line 12 ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public 0 ❑ .. Water Main Extension Public ❑...Grease Interceptor ❑... Channelization 0... Trench Excavation ❑... Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size " Private 0 Private 0 " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water 0 .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:WpplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN RIZED AGENT: Signature: Print Name: Mczfr ✓o S parevo ,COI14a,r=.Phm= I (09! TqKwiG41 Mailing Address: H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 OBULLETIN A2 TYPE C PERMIT FEE ESTIMATE (::D PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME ,vel,/' -MY o soy sYR A DDrT7o,U PERMIT # JIB – Od 22 (4) I zeq I 4,r1412L s° ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention $250 (1) Water/SeweiP/ ace Wate �0 0 Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 700 C. 2.0% of amount over $100,000, but Tess than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume _ cubic yards $ 11 – - (4) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION e (1+4+5) $ 24-7 5 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 1 �1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ I'7 - (6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 $37.00 for Pt 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1St 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 (7) (8) A BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ ' (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ /') + ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters . - Size (inches) Installation \` Cascade Water Alliance' RCFC 01.01.2017 -12.3 .2017 Total Fee 0.75 $625-------, $6,005 $6630 1 $1125 \, $14012.50 $16,137.50 1.5 $2425 130,025 $32,450 2 $2825 / $48,040� $50,865 3 $4425 / $96,080 `, $100,505 4 $7825 / $150,125 $157,950 6 $12525 ( $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 LOkfrm 2-/-?/) Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT QUANTITY :b PAID PermitTRAK $2,227.92 D18-0022 Address: 12091 44TH PL S Apn: 3347401475 $2,227.92 DEVELOPMENT $1,849.78 PERMIT FEE R000.322.100.00.00 0.00 $1,845.28 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $285.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $17.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $17.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $93.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14561 R000.322.900.04.00 0.00 $93.14 $2,227.92 Date Paid: Wednesday, May 23, 2018 Paid By: METESOVA Pay Method: CHECK 328 Printed: Wednesday, May 23, 2018 1:06 PM 1 of 1 SYSTEMS Cash Register Receipt Receipt: Number City of Tukwila R13536 DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $1,235.41 D18-0022 Address: 12091 44TH PL S Apn: 3347401475 $1,235.41 Credit Card Fee $35.98 Credit Card Fee R000.369.908.00.00 0.00 $35.98 DEVELOPMENT $1,199.43 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13536 R000.345.830.00.00 0.00 $1,199.43 $1,235.41 Date Paid: Tuesday, January 23, 2018 Paid By: MATEVOSOV MATEVOS+SEDA MATE Pay Method: CREDIT CARD 02396P Printed: Tuesday, January 23, 2018 2:48 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D16-002,2 Project: /nf rri/OSD✓ Type of Inspection: , 01[... )IJ 6, 6M -1 -- Address: /z09i Al/ 'S', Date Called: Special Instructions: Date Wanted: 7-2.-20 a.m. p.m. Requester: Phone No: proved per applicable codes. Corrections required prior to approval. COMMENTS: 8i.'/LO/A-Fi j)*t- 2001.— Inspector: i Date: a8 'Z --2 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 Ma -0O2.2 Project: ME✓��1/ Type of Inspectio ri -cs G %Um / Address: ` / WY/ , 3; Date Called: PQ rote/WI-cif Special Instruc ions: 6 P1P47 —714)(34c/ /e -MG- /1M/114-776/41 1/✓ Gi_74-2A116 4.4"cifM/ c.€A'7, Co/VCRE .1—/8 Date Wanted: 4-Z-2.0 a.m. p.m. Requester: ) II- - rn ut-Arrd11 •tr-5' fr 7, - Phone No: + 62/5.S-- 7575 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: `, A' Ep Ca444/5T70/V /61/0 FAt)C J75' ID," PQ rote/WI-cif /9-MAD✓,fD % O (Oc) F_: -/ LJ - rn ut-Arrd11 •tr-5' fr 7, - • .47//XG- Inspector: (re --3 Date: 401-%26 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DQ "WZz. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: oe,eJ Type of Insp ction: i-+Yr��6 r .t.� Address:c izoy /�L, J . Date Called: Specia nstructions: Date Wanted:a.m. i2 _ -24 p.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1-4-* Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must fie paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD 4 Retain a copy with permit 18-00Z2 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 Pro'ect:T �/QSDV e 1cP pe of Ins ection: SLAB Fla* Address: t2o9> yy P14 L. -S. L mow.Special Instructions: t l g; pate Wanteq a.m. 1ii446 � 019 p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • .SL.,cS/fLooyC i ) :14)11Je-d Wpieztofy6rav tAildeele:z)1,- 044.00-5. rfrowl cw.t w.ALS, FrAM it4.4 ilivoreA/2) \WAU. stti.c & 4 �,� t"115"-ASQ Date: 9 le_zoN n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspe ton. FInts W i Wr<vv�S Y c td �; / l w �.d� 4" Zetti /• INSPECTION RECORD Retain a copy with permit Dig-vzz PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 intle 4 v Typ Inspection Address: I Zo97 *i ff -• 5. Date Caller Special Instructions: Date W nted: K' 28 20/ a.m. p.m. Requester: Phone No: Approved per applicable codes. ��' Corrections required prior to approval. COMMENTS: it)&eei aes /nic Qom/ aE_C_,,),„6 re -S47:‘,: Fin r✓16�.1) 1 T vete6 t(vtise 1.19(r..e ei+- 015p ID/O CW -Y, IV) FrAiv frisur,e-,/747 nspecto :: REINSPECTION FEE REQUIRED. Prior to next inspection. ,te must bei paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. (6) 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 .Dry-e)n �. Project: ,'vdsov 5, Type of Inspection: Rti)6744i4 5 "Pet Address: 1209/ 107/ /2_, 5. Date Called: S we r Special Instructions: Date Wanted: -� /C) `/ a.m. p.m. Requester: f1 -6d i'-, Phone No: EJApproved per applicable codes. Corrections required prior to approval. COMMENTS: ROC) -/)' S we r 'ei) w. (bivourg eiric't -i4 f1 -6d i'-, Cars iMK i2u4-L-- .)6 % IWO/ Inspector: Date: 5—ie /? REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. c I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 1D18-0022.1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1 - o oSov nes 1 AeXK3e, I •r�.Ip w--�..i sem- /V.iVLT/! Type of Inspection: =T t Address: / z ac7 1 yy PL. S. �,,�, b 1 . rte---_ Special Instructions: Date Wanted ._, ! , LOO p.m. Requester: Sec .e;, t4& vaso-✓ Phone No: 20(p — 75T -7c -7g Approved per applicable codes. Corrections 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 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 j)/13- 0022_ Project: Prc 71149. O / t&,j)b✓ d Type of Inspection: ,-S /rr1d3.�^ A�✓�ic— A ifd ress: " /LO / 4f ilv ppm . -S• Date Called: Special Instructions: Rl: ,,) Date Wanted: /2 -SI el(7:17 Requester: Phone No: Approved per applicable codes. Corrections r COMMENTS; W (62c I S o1J % --ok 4 413s , s 1- OK__ rior to approval. fidradfi✓ t�i✓if�. -' f 1.44-S is/P ii f Inspector: Date:,, _ L � r 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 Oke t'C442- 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 Project: 4frf ellipioV/ 1Ykgifir, Type of Inspection: f414/// 1‘ Address: /20,/ yid` Yt s Date Called: -- Special Instructions: Date Wanted: z_ Ste-_ a.m. p.m. Reques er: Phone No: Approved per applicable codes. COMMENTS: /e/w, to approval. /1 01-fg,4-1,- < <_w l /t9 die Z ( lca.,W i 3, Tisk ( L)i Mo p4Gchs M/tS/ i/b 5-1A-4 1 1u/ i S I iOtJ beitrdY ilk, (LL 1A Inspector: 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 l�iS —rrQ� Project: Type of inspection: J A/ASV/— Address: Date Called: Special Instructions: &ivy -044 7710 Date Wanted: °/Tvsif T/'(- Wim. Reqnester:R Phone`-V..7 eci-io7Y NApproved per applicable codes. Corrections re /C royal. OMMENTS: Inspector: 2?,[2.pc 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 1 ^ooZ2. Project: hiirre Vo5 d/ pE5 . Type of Inspection: 1=7-0106 Address: /2D9/ INPfi in-- 5 Date Called: Special Instructions::' � `4.tb P� "moi Date Wanted: / r/� p.m. Requester: a Phone No: ❑ Approved per applicable codes. COMMENTS: ' gArl — ns required pno proval. 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 /0 1172Z_ Project: in Are ✓'QSW Type of Inspection; X i/ ` 'TA W4 Address: /zvyi' W Iii !'L . .s Called: Special Instructions: Date Wanted: /i' / % "fie ami'S p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9 F a9!"` trr7/m/ att l (vt� D /2' ( rtri40, /id 2) 114 /t cAL / blas to" Q cry Inspector: 11 /30C -C Date: / I l ze REINSPECTION FEE REQUIRED. Prior to next inspection, fe must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit bl l -Ooz2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1 MA-evosov Ty e of Inspection: Address: /209/ il'IPL. 5 Date Called: r Special Instructions: Date Wanted: 9-41 --ZpIY .r. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: ViZe,-PLeor Inspector 23 LO Oa:Li c Date:9_` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD INSPECTION NO. PERMIT a copy with permitbig El0.2o2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ec : emj r Type f In ction Address: 62091 119 �, Se, Called Date=76 Special Instructions: Date Wanted: $'' ?$ -2ve a.m. p.m. Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: * hoIJrw `/IS Inspector: ? c-4x2__x Date:O fr z"OE REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dt OC2L 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 Project: J(� �v0-Se V Type sp ctron: Address: Date Called: Special Instructions: Date Wanted: �7�., g-g--ZF,?' p.m. Requester: Phone No: ›Ojr1vIMENTS: pproved per applicable codes. r Corrections required prior to approval. rei'afetAyi Inspector: 0(26—:-.) Dateg: ¢ L z 6/1 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 DIF --00 Pr ct: `,r �, ,hoer Ntfr'�`/E '� V {/+titila��l Type of In p,€ction: Address...k /209/ illT—?IC. S. Date Called: Special Instructions: Date Wanted:a.m. g.--y-20� p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: RiCorrections required prior to approval. (Not frip Alea &ecp Pc2f).04/ 7, 0/.4- /4),' era( Inspector: atu C�- zol/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ROYAL PESOFNNL DESIGN, PITC O COPYRIGHT 2008 ROYAL RESCUER./ OFSCH PUC 0 COPYRIGHT 2008 FR \ O / / EXISTING STRUCTURE SITE PLAN SCALE: I'=20'-0" CITY OF TUKWILA, WA LEGAL DESCRIPTIONS: 30-31 6 HILLMANS MEADOW GARDENS DIV#I PARCEL# 33471.01475 LOT COVERAGE 22,900 S.F. (0.53 ACRES) 786 EXISTING HOUSE 703 PROPOSED HOUSE 1492 TOTAL 6.5% TOTAL LOT COVERED OWNER: MATEVOSOV ARAM ET 8 MATEVOSOV MATEVOS / / SHED LEGEND SANITARY SEWER MANHOLE SANITARY SEWER STUB STORM DRAIN CATCH BASIN STORM DRAIN EX. CULVERT GAS METER POWER METER YARD DRAIN E-- -o- MB 0MB M S F R UTILITY POLE ANCHOR UTILITY POLE / EXISTING SIGN MAIL BOX FIRE HYDRANT 'WATER METER WATER VALVE CHAIN LINK FENCE (CLF) WOOD FENCE (WDF) WIRE FENCE (WF) SINGLE FAMILY RESIDENTIAL EXISTING PAVEMENT EXISTING GRAVEL EXISTING CONCRETE PROPOSED GRAVEL / ye MI • NUM OF TWO CAR PARi0T PROPOSED 2' OF 5/8 MINUS / COMPACTED ROCK PROVIDED MUD OR OTHER FINE MATERIAL DO NOT WORK THEIR WAY TO SURFACE OF THE ROCK. SHED / SHED EXISTING,Y OF 5/8 MINUS COMPACTED ROCK TO REMAIN PER CITY fdF TUKWILA REQUIREMENT s (Aft' 4W61% Lig T Wo City s omission adopted sta for the adequa designer. Addition drawings after this and will require a resu for subsequent approval. KPLLC 0 COPYRIGHT 2009 REVISIONS. No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Penni ey Date: pprov i F a ldCc p1yctc-t:i:c1opr tdId1C1FPIariY:a:cYieWppTOV' EELS COPY ' 1 ctcy • .-`.�t:.i'�c, r cwr3LC�fr.n1CIC.1'..C.�-r --..z'; Cit el Tukwila ila CJi' INC DIVISION plans have been reviewed by the Public ' Department for conformance with current dards. Acceptance is subject to erro and hick do not authorize violations s or ordinances. The res ;07 of the design rats ally with the deletions or revi 'ons to these will void is acceptance tel . revised drawings Final acceptance is sib the Public Works u / t to Seld ties inspector. pection by (p'og INFW4flA17o(u /oivLy EVERY EFiORr HIS BEEN TM)D1 10 ENSURE TIE ACCURACY OF THESE DRAWS, WEEVER IRE CONTRACTOR 9151 01101 AND VE FY ALL 080Ml1TNN CENTRED N THE DRUMS. AND THE SITE CQ)SI11ONS PRIOR TO COIWENDNG C@AIROCINIILT111S DRAWING S COPTRIGHTED AND IS TO 130 USED SOU' FOR IRE CO S1RUCIION OF THE 9.8ECF PROJECT BY TIE PERSONS NAMED 150/8 NO OBER USE OF THE DRAWING SW1L BE PERMITTED STROUT NNE MINN CONSENT OF ROYAL R6NENTML DESIGN. THIS OFFICE MUST EE ROWED OF AM WATERS FROM TIE 01111161016 Aro/OR9OWN ON THESE DRAWNGS. � VARM0ON SEEL 8E RESOLVED et THI>jPF110E PRIOR 10 PROCEEDING 111TH THE WORK, OR 1HE CONTRACTOR SHALL ACCEPT FULL RFSPOtSIB011Y 000 COST TO RECIFY SAME © COPYRIGHT 2008 PROJECT L() CO cr eL Q O Z PO > 4 J w — w I— a- REVISIONS DATE ISSUED 11105/08 JOB NO. A0806 ISSUED FOR PERMIT ADDITION SHEET NO. I OF Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information i y4 0 -1- cCol ,/�� 4e.vaSov 1e 6I 14. k utM ° 41217K This project will use the requirements of the Prescriptive Path below and incorporate the,. the minimum values listed. In addition,. based on the size of the structure, the appropriate number of additional credits are ch ked as chosen by the permit applicant. Date I/ 491 / ,A<1 / - / i Authorized Representativ All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 49j 0.026 Wood Frame Walls."'." 21 int 0.056 Mass WaII R -Value' 21/21h 0.056 Floor 30g 0.029 Below Grade Wall°" 10/15/21 int + TB 0.042 Slabd R -Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182018 City of Tukwila BUILDING DIVISION Each dwelling unit in a residential building shall comply with sufficient options the following minimum number of credits: ----v. ,a ,.� 1. Small Dwelling Unit: 1.5 credits �--- eL`J, Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration greater than 500 square feet of heated floor area but Tess than 1500 from Table R406.2 so as to achieve area. Additions to existing building that are ',�,�-___sua ,-->-----.square feet. • �2Medium DwUlTing�UTi1t:--3.S-credits� - AIndwelling-units ttia� are'not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions Tess than 500 square feet: .5 credits Table R406.2 Summary Option Description la Efficient Building Envelope 1 a 1 b Efficient Building Envelope 1 b 1c Efficient Budding Envelope is 1 d Efficient Building Envelope 1 d 2a Air Leakage Control and Efficient Ventilation 2a 2b Air Leakage Control and Efficient Ventilation 2b 2c Air Leakage Control and Efficient Ventilation 2c 3a High Efficiency HVAC 3a 3b High Efficiency HVAC 3b 3c High Efficiency HVAC 3c 3d High Efficiency HVAC 3d 4 High Efficiency HVAC Distribution System 5a Efficient Water Heating 5a 5b Efficient Water Heating 5b 5c Efficient Water Heating 5c 5d Efficient Water Heating 5d 6 Renewable Electric Energy Credit(s) 0.5 1.0 2.0 0.5 0.5 1.0 1.5 1.0 1.0 1.5 1.0 1.0 0.5 1.0 1.5 0.5 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions ❑ RECEIVED ❑ CITY OF TUKWILA o/ JAN 2 3 2018 ❑/ PERMIT CENTER ❑� *1200 kwh w',00w-. 0.0 0.00 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is Tess than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. a R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. r Reserved. g Reserved. h Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. 'Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. u!ze19 ;uawed C to G1 vn teloi pue G1 0.1 eaN le4o4 p 0 O W 0 u1 00 W 00 cri 01 0 0 fD W s Z#Luooipa8 -11 71 333 3 0 0 0 t" 3 3 3 A 0 0. 1 0-41 X O W O UJ O W O 0 N 0 O 1-+ O W U1 ut Ul rn O 0 O O rn a1 U1 01 0 a1 a1 0 01 a1 N N N W N 1-A a1 to V V U1 00 00 N O 1!! U+ O V V V7 O O O O to U1' 00 00 V U7 O 00 V7 O In 00 Q -n 0 0 uor}epo1/woos c ni c fD r'F O� (0 0 c co a.inpepuew n �• (D tD 3 m = p d '° 0 ns tar 3 fD f1 tD c D uop,eiedioD e S 0 0 c (./1 fD -n RECEIVED CITY OF TUKWILA JAN 2 3 2018 PERMIT CENTER 1) I IS 0 0 `111 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact h*nmration This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones Efficient Building Envelope 1 a R -Values U-Factora Fenestration U -Factor' n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGC" n/a n/a Ceilingk 49' 0.026 Wood Frame WalI9•'"•" 21 int 0.056 Mass Wall R -Valu& 21/21h 0.056 Floor 304 0.029 Below Grade Wall°•"' 10/15/21 int + TB 0.042 Slab° R -Value & Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑ 2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑ 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 0 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 1 d Efficient Building Envelope 1 d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions 1.0 0.5 0.0 1.50 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R -values are minimums. U -factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix Table A101.4 shall not be less than the R -value specified in the table. b The fenestration U -factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. g Reserved. h Reserved. The second R -value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling Toads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information MATOffri0 SIDEMCE t 12091444414411:4,.-.7, 1Y TUKV itiW1NR'ift178"; Heating System Type: OAV otter Systems To see detaHed instructions for each section, place 3+oer cursor on Meowed Design Temperature Instructions Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions Rd9 Single Rafter or Joist Vaulted Ceilings Instructions r Above Grade Watts (seen 1) Instructions Floors Instructions R-21 Intermediate • R-30 Below Grade Walls (see frame 9 instructions No Below Grade Wags in this project. Slab Below Grade (see Figure 1) Instructions No Slab Below Oracle in this project. Slab on Grade (see name 1) Instructions No Slab on Grade in this project Location of Ducts Instructions ihrcondleoned Space Contact Information 22410.taHnit�f o }1e1 *teat Pump Design Temperature Difference (11) AT = indoor (10degrees) - OtddoorDesign Temp U -Factor X 0.30 U -Factor X 0.50 U -Factor X 0.026 U -Factor X U -Factor X 0.056 U -Factor X 0.029 U -Factor X F -Factor X Len F -Factor X Conditioned Volume 6,858 Area Area Area Area 166 Area Area 762 Area Sum of UA UA 47.40 UA 4.00 = UA 19.81 UA UA 47.38 UA 22.10 UA UA UA Duct Leakage Coefficient 1.10 Envelope Heat Load sum dUAXAT Air Leakage Heat Load 3,407 Btu 1 Hour Warne X 0.6XATX.018 Building Design Heat Load 9,879 Btu (Hour Air Leakage + Enselbpe Heat Loss Buritlong and Duct Heat Load 10,866 Btu) Hour Ducts in uncondittoned space_ Stns d BI#g Nit boss x 1.10 Dads in oaodspace: Sant o1Li&alaitgHeat Loss X1 Marrimtm Heat Equipment Output 13,583 Btu 1 Hour Baiting and DaaHeal LossX140ter Forced Air Furnace Bm7drgand Crud Heat Loss X 125 tor Heat Purnp 46 140.69 6,472 Btu 1 Hour (07/01/13) Residential Construction Energy Compliance: King County ENERGY CREDIT OPTION DESCRIPTIONS:c,Aooseoptiaffs) for total points equal to minimum required for building size: Addtn sq.ft.< 750 or Bldg sq.ft< 1500e 0.5 pt;_sq.fL> 5000= 2.5 pts.; all others* 1.5 pts. J la (0.5 pt) Efficient Building Envelope la: Table R4021.1 Prescriptive compliance with openings U = 028, floor R-38, slabs R-10 perimeter and under entire slab, OR Total UA Equivalent compliance Target UA reduced by 5% (0.5 pt) J 1b (1.0 pt) Efficient Building Envelope 1b: Table R402.1.1 Prescriptive compliance with openings U = 025, wall R-21 plus R-4, floor R-38, slabs R-10 perimeter and under entire stab with below grade walls R-21 plus R-5 c.i., OR Total UA Equivalent compliance with Target UA reduced by 15%. (1.0 pt) LJ lc (2.0 pts) Efficient Building Envelope lc: Table R402.1.1 Prescriptive compliance with openings U = 0.22, walls R-21 plus R-12 c.i., floor R-38, slabs R-10 perimeter and under entire slab, and R-49 advanced frame ceilings and vaulted areas, OR Total UA Equivalent compliance with Target UA reduced by 30%. (2.0 pts) J 2a (0.5 pt) Air leakage Control and Efficient Ventilation 2a: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 4.0 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with high efficiency fan not interlocked with furnace ventilation system. (0.5 pt) J 2b (1.0 pt) Air leakage Control and Efficient Ventilation 2b: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 2.0 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.70. (1.0 pt) J 2c (1.5 pts) Air leakage Control and Efficient Ventilation2c: Compliance per R402.4.1.2: Envelope leakage reduced to maximum 1.5 ACH. Whole house ventilation requirements met by heat recovery system per M1507.3 with minimum sensible heat recovery efficiency of 0.85. (1.5 pts) J 3a (0.5 pt) High Efficiency HVAC Equipment 3a: Gas, propane, or oil -fired fumace or boiler with minimum AFUE of 95% Plans shall specify heating equipment type, size, and minimum efficiency. (0.5 pt) .J 3b (1,0 pt) High Efficiency HVAC Equipment 3b: Air -source heat pump with minimum HSPF of 8.5. Plans shall specify heating equipment type, size, and minimum efficiency. (1.0 pt) 1 3c (2.0 pts) High Efficiency HVAC Equipment 3c: Closed-loop ground source heat pump with minmum COP of 3.3 OR open -gyp water source heat pump with COP of 3.6. Plans shall specify heating equipment type, size, and minimum efficiency. (2.0 pts) J 3d (1.0 pt) High Efficiency HVAC Equipment 3d: Where primary space heating system is zonal electric heating, a ductless heat pump system shall be installed to provide heating to at least one zone. (1.0 pt) J 4 (1.0 pt) High Efficiency HVAC Distribution: All heating and coding components installed inside conditioned space. All combustion equipment shall be direct vent or sealed combustion. No system components installed in crawtspace. No electric resistance heat permitted. Direct combustion heating equipment with AFUE >80%. Plans shall show equipment type and location of all equipment and ductwork. (1.0 pt} J La (0.5 pt) Efficient Water Heating 5a: Water heating system shall include one of the following: gas, propane or oit water heater with minimum EF of 0.62 or electric water heater with minimum EF of 0.93 AND for both cases all showerheads and kitchen sink faucets shall be rated at 1.75 gpm or less, all others at 1.0 gpm or less when tested in accordance with ASME Al 12.18.1ICSA B125.1. 00.5 pt) J 5b (1.5 pts) Efficient Water Heating 5b: Water heating system shall include one of the following: gas, propane or oil water heater with minimum EF of 0.82; OR solar water heating supplementing minimum standard water heater. Solar water heating will provide rated minimum savings of 85 therms or 2000 kWh bsed on Solar rating and Certification Corp (SRCC) Annual Performance of OG -300 Sertified Solar Water Heating Systems; OR Electric heat pump water heater with EF > 2.0. OR Water heated by ground source heat pump with COP >3.3 (1.5 pts) J 6 (0.5 - 3 pts; Renewable Electric Energy: for each 1200 kVVh of electrical generation provided annually by on-site wind or solar equipment a 0.5 credit shaft be allowed, up to 3 credits. Generation shall be calculated as follows: = Solar electric systems: design shall be demonstrated to meet requirement using the National Renewable Energy laboratory calculakor PVWATTs. Solar access documentation to be included. = Wind generation prolects: design shall document annual power generation based on the following factors: wind turbine power curve, a rage annual wind speed at the site, frequency distribution of the wind speed at the site and the height f the tower. 2012 WSEC Energy fiMn t0nnjdsx Page 2 Whole House Ventilation fan(s) shall be sized according to International Residential Code section M1507.3.3. * Continuously operating exhuast ventilation systems shall provide minimum flows per Table M1507.3.3(1). * Intermittently operating ventilation systems shall have the minimum flows from Table M1507.3.3(1) adjusted by the ventilation rate multiplier value in Table M1507.3.3(2) according to the formula Qf = Qr x Ef ttAt44t> • 26 t sl •ottVc)tt� t J I 4 KIv( C:Ut>v rV scc;r:r.srr n r, nrurru l ..;,4 Ij:1?PE, tTtlftLS F Residential Construction Energy Compliance: King County Suggested Outdoor Design Temperatures 1 VENTILATION AND INDOOR AIR QUALITY REQUIREMENTS 2015 International Residential Code Table M1507.3.3(1) (continuously operating systems MINIMUM VENTILATION RATES FOR DWELLINGS FOUR STORIES OR LESS, Qr Floor Area (sq.ft.) Number of Bedrooms 0 1 2 3 4 5 6 7 >7 0 to 1500 1501 to 3000 3001 to 4500 4501 to 6000 6001 to 7500 greater than 7501 30 30 (45) 45 60 60 75 75 90 45 45 60 60 75 75 90 90 105 60 60 75 75 90 90 105 105 120 75 75 90 90 105 105 120 120 135 90 90 105 105 120 120 135 135 150 105 105 120 120 135 135 150 150 165 2012 International Residential Code Table M1507.3,3(2) ERSf2015 ENERGY INIERACTNE_xlsxNov08xlsx 2U/ll-C/„C 4.2 INTERMITTENT WHOLE -HOUSE VENTILATION RATE FACTORS (Ef) Fan Specified Run-time % in each 4 -hour segment Rate Multiplier Factor Min. Size cfm 25% (1 hr every 4 hrs; 6 hrs / day) 4 120 33% ( 1 hr 20 min every 4 hrs; 8 hrs / day) 3 90 50% (2 hr every 4 hrs; 12 hrs / day) 0 60 66% (2 hr 40 min every 4 hrs; 16 hrs / day) 1.5 45 75% (3 hr every 4 hrs, 18 hrs / day) 1.3 40 100% ( continuously operating) 1.0 30 t ERSf2015 ENERGY INIERACTNE_xlsxNov08xlsx 2U/ll-C/„C 4.2 AXc44,52u7.O0 «51i14-DOX0/4 22420 6th PI West Bothell, WA Phone: 206 240 7329 yshadyrya@yahoo.com 13e/1/14 CC4C144742JQ/\ $ Matevosov Residence Garage&ADU addition 2109 49th PL 5 Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED MAY 182018 City of Tukwila BUILDING DIVISION r g RECEIVED CITY OF TUKWILA APR 2 6 2018 PERMIT CENTER XeZL,5t7) BO: 2,420fVv a S- -447)0 074 2 0 1 8 CORRECTION Project: SEDA Location: DECK BEAM#1 Multi -Span Roof Beam [2015 Intemational Building Code(2012 NDS)] 5.5 IN x 12.0 IN x 11.5 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 199.0% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.10 IN L/1333 Dead Load 0.07 in Total Load 0.17 IN U814 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U240 REACTIONS A Live Load 2156 Ib 2156 Ib Dead Load 1376 Ib 1376 Ib Total Load 3532 Ib 3532 Ib Bearing Length 0.99 in 0.99 in BEAM DATA Center Span Length 11.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 11.5 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 Camber Adj. Factor 1.5 Camber Required 0.1 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Base Values Bending Stress: Shear Stress: Modulus of Elasticity: Comp. 1 to Grain: Adjusted Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = 2760 psi Cd=1.15 Fv = 265 psi Fv' = 305 psi Cd=1.15 E = 1800 ksi E' = 1800 ksi Fc -1= 650 psi Fc - . = 650 psi Controlling Moment: 10155 ft -lb 5.75 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3532 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Req'd Provided,. 44.15 in3 132 in3 17.39 in2 66 in2 233.53 in4 792 in4 10155 ft -lb 30360 ft -lb 3532 Ib 13409 Ib Tatyana Shadyrya Archstudio "Y.Shadyrya" 22420 6th PI West Bothell, WA 98021 StruCalc Version 9.0.3.0 4/25/2018 3:18:04 PM Page or LOADING DIAGRAM 11.5 ft B ROOF LOADING Center Roof Live Load RLL = 25 psf Roof Dead Load RDL = 15 psf Roof Tributary Width Side One TIC = 15 ft Roof Tributary Width Side Two TW2 = 0 ft Wall Load WALL = 0 plf BEAM LOADING Total Live Load Total Dead Load (Adjusted for Roof Pitch) Beam Self Weight Total Load Center 375 pif 225 pif 14 plf 614 pif NOTES Project: SEDA Location: BEAM/HDR#1 Muni -Span Roof Beam [2015 International Building Code(2012 NDS)] 5.5 IN x 11.5 IN x 8.5 FT (Weak Axis Bending Flat Use) #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 9.0% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.17 IN L/600 Dead Load 0.11 in Total Load 0.28 IN L/365 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/240 REACTIONS A_ Live Load 1275 Ib 1275 Ib Dead Load 823 lb 823 Ib Total Load 2098 Ib 2098 Ib Bearing Length 0.29 in 0.29 in BEAM DATA Center Span Length 8.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 8.5 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. J- to Grain: Base Values Fb = 875 psi Cd=1.15 CF=1.00 Fv = 170 psi Cd=1.15 E = 1300 ksi Fc -1= 625 psi Adjusted Fb' = 1006 psi Fv' = 196 psi E' = 1300 ksi Fc -1' = 625 psi Controlling Moment: 4459 ft -Ib 4.25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2098 Ib 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live Toads on span(s) 2 Comparisons with required sections: Reo'd Provided Section Modulus: 53.17 in3 57.98 in3 Area (Shear): 16.1 in2 63.25 in2 Moment of Inertia (deflection): 104.94 in4 159.44 in4 Moment: 4459 ft -ib 4862 ft -Ib Shear: -2098 Ib 8244 ib NOTES — .. Tatyana Shadyrya Archstudia "Y_Shadyrya" 22420 6th PI West - Bothell, WA 98021 StruCalc Version 9.0.3.0 4/25/2018 3:10:29 PM LOADING DIAGRAM 8 ROOF LOADING Roof Live Load Roof Dead Load Roof Tributary Width Side One Roof Tributary Width Side Two Wall Load Center RLL = 25 psf RDL = 15 psf TW1 = 12 ft TW2 = 0 ft WALL = 0 pif BEAM LOADING Total Live Load Total Dead Load (Adjusted for Roof Pitch) Beam Self Weight Total Load Center 300 pif 180 Of 14 pif 494 pif Project: SEDA Location: PORCH BEAM #1 Multi -Span Roof Beam [2015 International Building Code(2012 NDS)] 5.5 IN x 9.5 IN x 6.5 FT (Weak Axis Bending - Flat Use) #2 - Douglas -Fir -Larch - Dry Use Section Adequate By: 33.1% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.08 IN 11950 Dead Load 0.05 in Total Load 0.13 IN L/582 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U240 REACTIONS Live Load Dead Load Total Load Bearing Length A B 1138 Ib 1138 Ib 719 Ib 719 Ib 1857 lb 1857 Ib 0.31 in 0.31 in BEAM DATA Center Span Length 6.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 6.5 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -1- to Grain: Base Values Fb = 875 psi Cd=1.15 CF=1.00 Fv = 170 psi Cd=1.15 E = 1300 ksi Fc - - = 625 psi Adjusted Fb' = 1006 psi Fv' = 196 psi E' = 1300 ksi Fc -1' = 625 psi Controlling Moment: 3017 ft -Ib 3.25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1857 Ib 6.0 Ft from left support of span 2 (Center Span) Created by combining all dead Toads and live loads on span(s) 2 Comparisons with required sections: Req'd Provided Section Modulus: 35.98 in3 47.9 in3 Area (Shear): 14.25 in2 52.25 in2 Moment of Inertia (deflection): 54.3 in4 131.71 in4 Moment: 3017 ft -lb 4016 ft -lb Shear: -1857 Ib 6810 Ib NOTES Tatyana Shadyrya Arct►studio "Y.Shadyrya" 22420 6th P1 West Bothell, WA 98021 StruCalc Version 9.0.3.0 Page 4/25/2018 2:44:47 PM LOADING DIAGRAM LA 6.6 ft ROOF LOADING Roof Live Load Roof Dead Load Roof Tributary Width Side One Roof Tributary Width Side Two Wall Load Center RLL = 25 psf RDL = 15 psf TW1 = 14 ft TW2 = 0 ft WALL = 0 plf BEAM LOADING Total Live Load Total Dead Load (Adjusted for Roof Pitch) Beam Self Weight Total Load Center 350 plf 210 plf 11 plf 571 plf Project: SEDA Location: GDI3#1 Multi -Span Roof Beam [2015 International Building Code(2012 NDS)] 5.5 IN x 15.0 IN x 16.0 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 254.0% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.13 IN U1450 Dead Load 0.09 in Total Load 0.22 IN L/868 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L1240 REACTIONS A Live Load 2000 Ib 2000 Ib Dead Load 1343 Ib 1343 Ib Total Load 3343 Ib 3343 Ib Bearing Length 0.94 in 0.94 in BEAM DATA Center Span Length 16 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 16 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 Camber Adj. Factor 1.5 Camber Required 0.13 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western Species Bending Stress: Shear Stress: Modulus of Elasticity: Comp. -L to Grain: Base Values Fb = 2400 psi Fb_cmpr = 1850 psi Cd=1.15 Cv=1.00 Fv = 265 psi Cd=1.15 E = 1800 ksi Fc - = 650 psi' Adjusted Controlled by: Fb' = 2754 psi Fv' = 305 psi E' = 1800 ksi Fc - s = 650 psi Controlling Moment: 13372 ft -lb 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead Toads and live loads on span(s) 2 Controlling Shear: 3343 Ib. At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Req'd Section Modulus: 58.27 in3 Area (Shear): 16.45 in2 Moment of Inertia (deflection): 427.84 in4 Moment: 13372 ft -Ib Shear: 3343 Ib Provided 206.25 in3 82.5 in2 1546.88 in4 47334 ft -Ib 16761 Ib • — Tatyana Shadyrya Archstudio "Y.Shadyrya" 22420 6th P1 West :: a4 Bothell, WA 98021 StruCalc Version 9.0.3.0 4/25/2018 2:42:28 PM Page LOADING DIAGRAM 16 ft ROOF. LOADING Roof Live Load Roof Dead Load 4 Roof Tributary Width Side One Roof Tributary Width Side Two Wall Load Center RLL = 25 psf RDL = 15 psf TW1 = 10 ft TW2= 0 ft WALL = 0 pif BEAM LOADING Center Total Live Load 250 pif Total Dead Load (Adjusted for Roof Pitch) 150 plf Beam Self Weight 18 pif Total Load 418 pif NOTES April 13, 2018 Project No. 180095E001 Matevos and Seda Matevosov 12091 44th Place South Tukwila, Washington 98178 associated Earth, s,c i an.c_OS. Subject: Limited Geotechnical Engineering Study New Residential Addition 12091 44th Place South Tukwila, Washington Dear Mr. and Mrs. Matevosov: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 6 2018 PERMIT CENTER This report presents the results of our limited geotechnical engineering study recently completed for the subject project. Our work has been completed in general accordance with our proposal letter, dated February 26, 2018, and in accordance with generally accepted geotechnical engineering practices. This report was prepared for the exclusive use of you, and your authorized agents, for specific application to this project. No other warranty, express or implied, is made. PROJECT AND SITE DESCRIPTION The subject site is an existing single-family residence located in the Allentown neighborhood of Tukwila, Washington, between the Duwamish River and Interstate 5 (Figure 1). The residence is a small, one-story house constructed in 1953 located on the east end of a relatively level 23,000 square foot lot. The existing residence was remodeled with an addition in 2009. We understand that improvement plans will involve construction of a one-story 914 -square -foot addition and 722 -square -foot attached garage on the west side of the existing residence. The new addition will have a crawlspace. Existing explorations near the site indicate that it could be underlain by deep alluvial soils that could be liquefiable during a strong seismic event. We understand that the City of Tukwila is requiring a geotechnical report for the planned addition. OR R CTSON Kirkland Office 1 911 Fifth Avenue 1 Kirkland, WA 98033 P 1 425.827.7701 Fl 425.827.5424 Everett Office 1 2911'/: Hewitt Avenue, Suite 2 1 Everett, WA 98201 P 1 425.259.0522 F 1 425.827.5424 Tacoma Office 1 1552 Commerce Street, Suite 102 1 Tacoma, WA 98402 P 1 253.722.2992 F 1 253.722.2993 www.aesgeo.com Matevosov Residence Addition Tukwila, Washington Limited Geotechnical Report SUBSURFACE CONDITtt)NS Subsurface conditions were inferred at the site based on review of nearby previous explorations completed by Associated Earth Sciences, Inc. (AESI) and others as follows and as shown on Figure 2. Copies of the exploration Togs are included in the Appendix. • AESI advanced a 55 -foot -deep hollow -stem auger boring (EB -1) in 2016 for a new single-family residence located 12215 50th Avenue South southeast of the site. • Geotech Consultant excavated four exploration pits (TP -1 through TP -4) to depths of up to 7 feet for a two -lot short plat with addresses of .1206Q. and 12062 44th Place South in 2015, northeast of the site. • GeoResources, LLC, excavated two exploration pits (TP -1 and TP -2) to depths of up to 7 feet for a single-family residence at 12214 45th Avenue South southwest of the site. In addition, foundation subgrade conditions were observed by AESI during construction of a nearby residential addition located at 12207 47th Avenue South in 2017. The sediments encountered in previous nearby explorations and foundation excavation generally consisted of a thin layer of fill overlying natural sediments consisting of stiff to very stiff silt with minor quantities of sand. Review of the Geologic Map of Seattle — A Progress Report by Troost, Booth, Wisher, and Shimel (Open File Report 2005-1252) indicates that the area of the subject site is underlain by loose to dense or soft to stiff alluvial sediments. Our interpretation of the sediments encountered in previous nearby explorations is in general agreement with the regional geologic map. Stratigraphy Fill Fill consisting of loose, slightly moist, light brown, very silty sand with some gravel was encountered in exploration boring EB -1 to approximately 3 feet below the ground surface. Fill thicknesses can vary over short distances and may be deeper than observed in our exploration, particularly in the vicinity of buried utilities and previously graded areas. Due to their loose condition, the existing fill soils are not suitable for foundation. support: Exploration pits excavated by others encountered similar fill soils, although it was generally finer grained and consisted of soft to stiff sandy silt and loose silty sand to depths ranging from 3 to 5 feet., April 13, 2018 SAS/ms-18009SE001-1- Projects110180095\KE‘WP ASSOCIATED EARTH SCIENCES, INC. Page 2 Matevosov Residence Addition Tukwila, Washington Limited Geotechnical Report Quaternary Alluvium Sediments encountered in exploration boring EB -1 consisted of interbedded fine to medium sand and silt with trace organics scattered throughout the soil, _column. We interpret these sediments to be representative of recent and older alluvium deposited in former channels of the Green/Duwamish River. The alluvium extends beyond the depth of our exploration (56.5 feet below the ground surface). In general, the alluvium encountered in our exploration is loose to medium dense. 'Below roughly -15 feet at exploration boring E8 -i, the alluvium is relatively more granular, and contains abundant, dark gray, likely volcanic -derived sand. We interpret these sediments to be representative of older volcanic lahar deposits subsequently reworked and deposited as alluvium. Exploration pits excavated by others encountered similar soils to the maximum depths explored of 5 to 7 feet. AESI observed fine to medium sand with trace to some silt and trace organics in the bottom of foundation excavations at a. depth of about 4 feet at a nearby site, which we interpreted to be alluvium. In general, soil where moisture content is within the compactable range is considered suitable for reuse as structural fill. It should be noted that where soils are above their optimum moisture content for compaction, their reuse as structural fill during all but the driest times of the year will be difficult. Alluvial soil containing silt is anticipated at the site and is considered moisture -sensitive. Hydrology Groundwater seepage was encountered in previous nearby explorations at depths ranging from approximately 6 to 10 feet. It should be noted that the occurrence and level of groundwater seepage below the a .site .could vary in response to ..such factors as changes in season, precipitation, and site use. SEISMIC HAZARDS AND MmGAT1 ON Earthquakes occur in the Puget Lowland with great regularity. The vast majority of these events are small and are usually not felt by people. However, Targe earthquakes do occur, as evidenced by the 1949, 7.2 -magnitude event; the 1965, 6.5 -magnitude event; and the 2001, 6.8 -magnitude event. The 1949 earthquake appears to have been the largest in this region during recorded history andwas centered in the Olympia area. Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0 is likely within a given approximate 20 -year period. April 13, 2018 SAS/ms- 180095E001-2 - Projects\201800951KE►WP ASSOCIATED EARTH SCIENCES, INC. Page 3 Matevosov Residence Addition Tukwila, Washington Limited Geotechnical Report Generally, there are three types of potential geologic hazards associated with large seismic events relevant to the site: 1) surficial ground rupture, 2) liquefaction, and 3) ground motion. The potential for each of these hazards to adversely impact the proposed project is discussed below. Surficial Ground Rupture The project site is Located approximate°2 miles suuttrcf the Seattle Fault Zone. RRcei tstudies suggest that a northern trace of the east -west trending Seattle Fault (a thrust fault zone) may show evidence of surficial ground rupture. The recognition of the Seattle Fault is relatively new, and data pertaining to It are limited, with the studies still ongoing. According to the U.S. Geological Survey (USGS) studies, the latest movement of this fault was about 1,100 years ago when about 20 feet of surficial displacement took place. This displacement can presently be seen in the form of raised, wave -cut beach terraces along Alki Point in West Seattle and Restoration Point at the south end of Bainbridge Island. The recurrence intervals for movement along this fault system are still unknown, although they are hypothesized to be in excess of several thousand years. Due to the suspected long recurrence intervals, the potential for surficial ground rupture is considered to be low during the expected life of the structure, and no mitigation efforts beyond complying with the current (2015) International Building Cade (LBC) are recontrttended. Liquefaction Liquefaction is a condition where loose, saturated, typically sandy soils lose shear strength when subjected to high-intensity cyclic loads, such as those which occur during earthquakes. The resulting reduction in strength can cause differential foundation settlements and slope failures. Loose, saturated, fine-grained sands that cannot dissipate the buildup of pore water pressure are the predominant type of sediments subject to liquefaction. A detailed liquefaction analysis was beyond the scope of this study. However, based on our previous experience, it is our opinion that some of the upper loose or saturated alluvial sediments (sand and silt) anticipated at the site encountered within nearby explorations likely have the potential to Liquefy during a seismic event. if the owner can accept the risk of potential liquefaction -induced settlements, the new residence addition could be supported on a prepared crushed rock base, outlined in the "Foundations" section of this report. Ground Motion Structural design of the new .residence addition should follow 2015 IBC standards using Site Class "F" as defined in Table 20.3-1 of American Society of Civil Engineers (ASCE) 7 — Minimum Design Loads for Buildings and Other Structures. April 13, 2018 5A5/ms- 180095E001-2 - Projects1201800951 KEI WP ASSOCIATED EARTH SCIENCES, INC. Page 4 Matevosov Residence Addition Tukwila, Washington Limited Geotechnical Report EROSION HAZARDS AND MITIGATION To mitigate the erosion hazards and potential for off-site sediment transport, we would recommend the fallowing 1. All temporary erosion and sediment control (TESC) measures for a given area to be graded or otherwise worked should be installed prior to any construction activity. 2. Construction access should be provided using rock -covered, temporary access driveways to limit tracking of sediment onto adjacent streets. 3. During the wetter months of the year, or when large storm events are predicted during the summer months, work areas should be stabilized so that if showers occur, the work area can receive the rainfall without excessive erosion or sediment transport. The required measures for an area to be "buttoned -up" will depend on the time of year and the duration the area will be left unworked. During the winter months, areas that are to be left unworked for more than 2 days should be covered with plastic. During the summer .c4abilization will .u.suaNyconsJst.of..seal.-rolling the slibgrad,e. 4. Disturbed areas should be revegetated or paved as soon as possible. Outside of the growing season, the disturbed areas should be covered with mulch or plastic sheeting. 5. Surface runoff should be controlled during and following development. Uncontrolled discharge may promote erosion and sediment transport. Collected water should be directed to a City -approved storm drain system. 6. Soils that are to be reused around the site should be stored in such a manner as to reduce erosion from the stockpile. Protective measures may include, but are not limited to, covering with plastic sheeting. Er.osion rostral elements sboutd. i e rraairatained; anJ irn,proued, as necessary, until permanent ground cover/pavement is completed. DESIGN RECOMMENDATIONS The site likely contains some potential soil and foundation -oriented complications with respect to compressible soils, loose granular soils susceptible to liquefaction, and moisture- and disturbance -sensitive soils. The conclusions and recommendations in this report are based upon the assumption that the foundations and grading construction are observed by a geotechnical engineer or engineeringgeologist from our firm. April 13, 2018 SAS/ms-180095E001-2 - Projects\20180095\KE\WP ASSOCIATED EARTH SCIENCES, INC. Page 5 Matevosov Residence Addition Tukwila, Washington Limited Geotechnical Report Loose surficial fills or native soils should not be used to directly support planned foundations. As stated above, in addition to liquefaction settlement, the site soils are likely also subject to consolidation settlement under the new static structure loads (independent of seismic shaking). Settlement risk can be fully mitigated by supporting all structure elements, including floor slabs on pile foundations. However, if the owner can accept the risk of potential liquefaction -induced settlements, the proposed t sideric"'c' could be Sti prsr%ed ail a prepared crushed ruck vase, outlined in the "Foundations" section. Pavement or hardscaping support on existing soils is possible with some near -surface remedial improvements. Due to the possible presence of loose surficial soils, liquefaction hazards, and/or consolidation settlement, some settlement of non -pile -supported structures and paved areas, however, is anticipated. Site Preparation Site preparation of the planned residential addition should include removal of all sod, topsoil, pavement, and any other deleterious materials, These unsuitable materials should be properly disposed of off-site. Any remaining topsoil or existing fill soils (if present) should also be stripped from areas to receive structural fill. In our opinion, stable construction scopes should be the responsibility of the contractor and should be determined during construction based on the local conditions encountered at that time. For planning purposes, we anticipate that temporary, unsupported cut slopes less than 4 feet can be made near vertical. Flatter inclinations may be recommended in areas of seepage. As is typical with earthwork operations, some sloughing and raveling may occur, and cut slopes may have to be adjusted in the field. In addition, WISHA/OSHA regulations should be followed at all timet The existing on-site soils are anticipated to contain a high percentage of fine-grained material, which makes them highly moisture -sensitive and subject to disturbance when wet. The contractor must use care during site preparation, and excavation operations so that the underlying soils are not softened. If disturbance occurs, the softened soils should be removed and the area brought to grade with structural fill. If crushed rock is considered for the access and stagfrrg areas, it should ire crrrderiairr hystauiirratrvrr fabric-(scrth as Miraff 500X yrapproved equivalent) to reduce the potential of fine-grained materials pumping up through the rock and turning the area to mud. The fabric will also aid in supporting construction equipment, thus reducing the amount of crushed rock required. We recommend that at least 10 inches of rock be placed over the fabric; however, due to the variable nature of the near -surface soils and differences in wheel Toads, this thickness may have to be adjusted by the contractor in the field. Crushed rock used for access and staging areas should be of at least 2 -inch size. April 13, 2018 SAS/ms- 180095E001-2 - Projects 1201800951 KE1 WP ASSOCIATED EARTH SCIENCES, INC. Page 6 Ivatevosov Residence Addition Tukwila, Washington Limited Geotechnical Report Structural Fill Structural fill will be necessary for backfill around foundations and utilities. Structural fill is defined :_as non -organ icsoil. acceptable to the .geotechnical .engineer, placed in maximum 8 -inch loose lifts, with each lift being compacted to at least 95 percent of the modified Proctor maximum density using American Society for Testing and Materials (ASTM) D-1557 as the standard. The on-site soils likely contain significant amounts of silt that would be considered moisture -sensitive, and we expect that this material will be difficult to compact to structural fill specifications, particularly during and following wet weather. A select, import material consisting of a clean, free draining gravel and/or sand should be used during wet season grading or where drainage is required (wall backfill). Free -draining fill consists of non-organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction. ..4 r.P.pressnt..ative from our firm should .observe the stripped subgrade and be present during. placement of structural fill to observe the work and perform a representative number of in-place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part-time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the owner in developing a suitable monitoring and testing frequency. Foundations Spread footings may be used for structure support when founded on a prepared crushed rock base, but should be designed as a grid system with no isolated column footings to resist the potential effects of differential settlement due to liquefaction during a seismic event. As stated previously, the footprint of the proposed structure should be excavated at least 2 feet below proposed fnwtdatic n bg . s_ This .rl.epTh Js s&tb e t U' .mrafiifizatjon based .on the observed conditions during construction. This excavation should extend approximately 3 feet beyond the perimeter footings. A geotextile fabric, such as Mirafi 500X, should then be placed in the bottom of the excavation. The fabric will reinforce the subgrade and prevent the fine-grained soils from pumping through into the crushed rock. The excavated area should then be brought to footing subgrade using 2- to 4 -inch crushed rock. The rock should be placed in lifts, with each lift compacted with the excavator bucket. Spread footings may then be constructed atop the rock mat. For footings placed on the reinforced rock mat described above, we recommend that an allowable bearing pressure of 2,000 pounds per square foot (psf). he used_ for designpurposes, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Footings should be buried at least 18 inches for frost protection. However, all April 13, 2018 SAS/ms- 180095E001-2 - Projects120180095IKEIWP ASSOCIATED EARTH SCIENCES, INC. Page 7 Matevosov Residence Addition Tukwila, Washington Limited Geotechnical Report footings must be founded on the rock mat prepared as described above. ft should be noted that the area bounded by lines extending downward at 1H:1V (Horizontal:Vertical) inclination from any footing must not intersect another footing or intersect a filled area that has not been compacted to at least 95 percent of ASTM D-1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing coils. Anticipated settlement of footings founded on the crushed rock mat, constructed as described above, should be on the order of 1 inch. All footing areas should be observed by AESI prior to and during placement of the 2- to 4 -inch crushed rock to verify that the design bearing capacity of the soils has been attained and that construction conforms with the recommendations contained in this report. Such observations may be required by the governing municipality. Foundation drainage should be provided as discussed in Section "Drainage Considerations." Lateral loads can be resisted by passive earth pressure acting on the buried portions of the foundations. The foundations must be backfilled with compacted structural fill to achieve the passive resistance provided below. We recommend an allowable passive resistance modelled as an equivalent fluid equal to 250 pcf. Slab Support Where potential liquefaction -induced settlement can be tolerated, site soils can be used to support slabs -on -grade, sidewalks, or other similar structures contingent upon remedial preparation and understanding of uncertainties in settlement performance. Slabs and pavement, to be supported on grade should be supported on a 2 -foot -thick structural fill mat. All fill beneath slabs or pavement must be compacted to at least 95 percent of ASTM D-1557. Interior slabs where control of moisture migration through the slab is needed should be cast atop a minimum of 4 inches of clean washed, crushed rock or pea- gravel to. act .as a- capillary break. Areas of subgrade that are disturbed (loosened) during construction should be compacted to a non -yielding condition prior to placement of capillary break material. It should also be protected from dampness by an impervious moisture barrier at least 10 mils thick. The impervious barrier should be placed between the capillary break material and the concrete slab. Drainage Considerations All perimeter footings should be provided with a drain at the footing elevation. The drains should _consist of rigid, perforated, ,polyvinyl .chloride (PVC) pipe .surrounded by washed pea gravel. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing, and the drains should be constructed with sufficient gradient to allow April13, 2018 SAS/ms- 180095E001-2 - Projects‘201800951 KE\WP ASSOCIATED EARTH SCIENCES, INC. Page 8 Matevosov Residence Addition Tukwila, Washington Limited Geotechnical Report gravity discharge away from the building. Roof and surface runoff should not discharge into the footing drain system, but should be handled by a separate, rigid, tightline drain. CLOSURE We appreciate this opportunity to have been of service to you with your project. Should you have any questions, or require additional information, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington Bruce L. Blyton, P.E. Stephen.A. Siebert; P.E. Senior Principal Engi -er Associate Geotechnical Engineer Attachments: Figure 1: Vicinity•Map Figure 2: Site and Exploration Plan Appendix: Exploration Logs April 13, 2018 SAS/ms- 180095E001-2 - Projects1201800951KE1WP ASSOCIATED EARTH SCIENCES, INC. Page 9 E 0 0 0 0 0 0 7 LL 0 0 w m a 0 e rD 0 0 0 0 0 0 0 0 • co Go 0 } Q 0 0 0 0 0. tot a 6 a E 0 0 SEA r try T ▪ CLIC, • 1 • A • t 1 ( - I' f Orr • 'or L .4 All q... XCi. } i, r as j^ ^:--- 3. i a ��^ `1, ' 11., z 9=n ` }› Kier.-. ti '\. IE NION;;- { King County Pierce County ty DATA SOURCES/REFERENCES: USGS: 7.5' SERIES TOPOGRAPHIC MAPS, ESRI/I-CUBEDINGS 2013 KONG CO: STREETS, PARCELS, CITY IJLUS 1/18 LOCATIONS AND DISTANCES SHOWN ARE APPROXIMATE N A O 1000 2000 FEET NOTE BLACK AND WRITE REPRODUCTION OF THIS COLOR ORIGINAL MAY REDUCE ITS EFFECTIVENESS= LEAD TO INCORRECT INTERPRETATION 4 ' } 'ti{., ori, i �,► c st,( tn`sntry. ..1 "Copyrtht:10,20,13,Nationai GeographicSociety, i -cu associated earth sciences VICINITY MAP MATEVOSOV RESIDENCE ADDITION TUKWILA, WASHINGTON PROJ NO. 180095E001 DATE: 4/18 FIGURE: 1 .46th Ave S _ "fi.14, , tjt-t- _ ......1 47th Ave S �;t JN I1 T �_� 4@tiA.e.s .? 1, J L�atl A asi — , I • 'or L .4 All q... XCi. } i, r as j^ ^:--- 3. i a ��^ `1, ' 11., z 9=n ` }› Kier.-. ti '\. IE NION;;- { King County Pierce County ty DATA SOURCES/REFERENCES: USGS: 7.5' SERIES TOPOGRAPHIC MAPS, ESRI/I-CUBEDINGS 2013 KONG CO: STREETS, PARCELS, CITY IJLUS 1/18 LOCATIONS AND DISTANCES SHOWN ARE APPROXIMATE N A O 1000 2000 FEET NOTE BLACK AND WRITE REPRODUCTION OF THIS COLOR ORIGINAL MAY REDUCE ITS EFFECTIVENESS= LEAD TO INCORRECT INTERPRETATION 4 ' } 'ti{., ori, i �,► c st,( tn`sntry. ..1 "Copyrtht:10,20,13,Nationai GeographicSociety, i -cu associated earth sciences VICINITY MAP MATEVOSOV RESIDENCE ADDITION TUKWILA, WASHINGTON PROJ NO. 180095E001 DATE: 4/18 FIGURE: 1 APPENDIX Exploration Logs Coarse -Grained Soils - More than 50%(1)Retained on No. 200 Sieve Gravels - More than 50%(1)of Coarse Fraction Retained on No. 4 Sieve s5% Fines (5) o .. S. S. GW o _ _ Weil -graded gravel and gravel with sand, little to no fines Terms Describing Rola i e Density and Consistency - Density SPT(2)blows/foot Very Loose 0 to 4 Coarse Loose 4 to 10 Grained Soils Medium Dense 10 to 30 Test Symbols Dense 30 to 50 Very Dense >50 G = Grain Size M = Moisture Content Consistency SPT(2)blows/foot A = Atterberg Limits 0 00000 00000000 0000000 00000000 0000000 Poorly -graded gravel onri nravo! with oarri y little to no fines ~ a 0 c� o O „�, Gr Silty gravel and silty gravel with sand Very Soft 0 to 2 C = Chemical Fine - Grained Soils Soft 2 to 4 DD = Dry Density Medium Stiff 4 to 8 K = Permeability Stiff 8 to 15 Very Stiff 15 to 30 Hard >30 ?12% I. d„ GC Clayey gravel and clayey gravel with sand Y Y Component Definitions Descriptive Term Size Range and Sieve Number Sands - 50%i1 or More of Coarse Fraction Passes No. 4 Sieve S5% Fines (5) sw Well -graded sand and sand with gravel, little to no fines Boulders Larger than 12" Cohv!os 3" to 12" Gravel 3" to No. 4 (4,75 mm) Coarse Gravel 3" to 3/4" Fine Gravel 3/4" to No. 4 (4.75 mm) Sand No. 4 (4.75 mm) to No. 200 (0.075 mm) Coarse Sand No. 4 (4.75 mm) to No. 10 (2.00 mm) Medium Sand No. 10 (2.00 mm) to No. 40 (0.425 mm) Fine Sand No. 40 (0.425 mm) to No. 200 (0.075 mm) Silt and Clay Smaller than No. 200 (0.075 mm) SP Poorly graded sand and sand with gravel, little to no fines i, SM . Silty sand and silty sand with gravel cv 1I j,�Component � SC Clayey sand and clayey sand with gravel (3) Estimated Percentage Percentage by Weight Moisture Content Dry - Absence of moisture, Trace <5 Some 5 to <12 Modifier 12 to <30 (silty, sandy, gravelly) Very modifier 30 to <50 (silty, sandy, gravelly) dusty, dry to the touch Moist - Perceptible moisture Moist - Damp but no visible water Very Moist - Water visible but not tree draining Wet - Visible free water, usually from below water table Fine -Grained Soils - 50%hlor More Passes No. 200 Sieve ML Sii+tftwand y sift, gm,* ,.:,,,,A,,.:,,,,A,Slightly , silt with sand or gravel Silts and Clad Liquid Limit Less t 11111 1 1.1.1 1..- C� clay of low to medium plasticity; silty, sandy, or gravelly clay, lean clay OL Organic clay or silt of low p!actic'hi Symbols Blows/6" nr Sampler portion of 6" Type / SamplerType 2.0 OD ! T q Asurface 1 Cement grout ` seal ,� 11111 MN silt, silt ElasticWith siltmicaceous, clayeyor diatomaceous fine sand or silt rilit_.C.pnnr1 15 Description (4)seal Bentonite Sampler (SPT) Bulk sample Grab Sample 3.0" OD Split -Spoon Sampler � 3.25" OD Split -Spoon Ring Sampler .A: 3.0" OD Thin -Wall Tube Sampler (including Shelby tube/ — : : . = .�.: Lf. " .. Filter pack with • blank casing •= section ••• screened casing = or Hydrotip ii;,,, alter pa'c;k • End cap ilts and CIal 1 L.imit 50 or CH Clayof high plasticity, sandyor ravel) clay, fat gravelly Y claywith sand orgravel /�/ / // / ///, ;;ii, /////, /,,/,irilactir!its/ .j/�/�z OH Organic clay or silt of medium to high �"""'•"'") o Portion not recovered t1) (4, Percentage by dry weight Depth of ground water - (SP T) Standard Penetration Test 1 ATD = At time of drilling (ASTM D-1586) Z Static water level (date) (3) In General Accordance with Standard Practice for Description (5) Combined USCS symbols used for and Identification of Soils (ASTM D-2488) fines between 5% and 12% _ i= . rn a - = O co PT Peat, muck and other highly organic soils Classifications of soils in this report are based on visual field and/or laboratory observations, which include density/consistency, moisture condition, grain size, and plasticity estimates and should not be construed to imply field or laboratory testing unless presented herein. Visual -manual and/or laboratory classification methods of ASTM D-2487 and D-2488 were used as an Identification guide for the Unified Soil Classification System. associated earth sciences incorporated EXPLORATION LOG KEY FIGURE Al N d 0 a. s 0 m m a n, 5,. 2, Oa 0-1. 11411 f,• ti E earth sciences ° Exploration Log Sheet 1 of 2 Project Number r ---Exploration Number KE160442A EB -1 Project Name Location Driller/Equipment Hammer Weight/Drop Rau Property Ground Surface Elevation Start/Finish Diameter (in) (ft) N/A Seattle, WA Datum Boretec / HSA w/ D95 Track Drill Date 9/23/16,9/23/16 140# / 30" Hole 7 inches Depth (ft) -1 U) Samples Graphic Symbol 0 m c> v 0 z Well Completion Water Level to 2 Blows/Foot Other Tests co 10 20 30 40 Fill Loose, slightly moist, light brown, very silty SAND, some gravel (SM). S-1 Quaternary Alluvium 4 •10 Stiff, slightly moist, light brownish orange, SILT, some sand, trace gravel; 6 stratified; iron -oxide staining (ML). – 5 Loose, moist, light gray and light brownish orange, silty, fine SAND, ranges to 3 I S-2 very sandy SILT with sand being fine grained; stratified; iron -oxide staining 3 A. (SM/ML). 4 T Medium dense and stiff, moist, light brownish gray, fine SAND, some silt and 4 S-3 fine sandy SILT, silt interheds (< 1 inch thickl: mostly fine Sand in sampler; S A11 slight iron -oxide staining; interbedded (SP-SM/ML). 6 10 Loose and stiff, very moist to wet, light reddish gray, fine SAND, trace to some 5 silt, rare silt interbeds (1) (< 1/2 inch thick); stratified (SP-SM/ML). i 5 9 Wet at 11 fer4 end above silt interhari at –1n.5 feet Medium dense, wet, reddish gray, fine SAND and fine to medium SAND, trace silt, rarely varies to some silt, some minor organics interbeds (< 1/4 inch thick); 4 – 15 T stratified (SP -SM). Watar level ATE) with hottnm of bnrinn at 15 fact is 12 5 (apt and ricins slowly S-5 g X13 — 8 Driller mix bentonite mud to counter any potential future heave. – 20 Medium dense, wet, reddish gray and light brownish olive, fine to medium 7 S-6 .. — SAND, trace silt, trace coarse sand, trace organics (wood detritus), occasional interbeds of fine SAND, some silt, but mostly fine to medium SAND, trace silt; 10 12 A24 stratified (SP -SM). 25 T Moth .,, ChM:A .et. roddk4 'goy, to 11 ,,,,, SMD tri sat sand; massive (SP) 8S-7 A19 — 11 – 30 — Medium dense, wet, reddish gray, fine SAND, ranging to fine to medium SAND, 8 S-8 trace silt; interbedded (SP). 10 A22 — 12 – 35 Medium dense, wet, reddish gray, fine to medium SAND, trace silt, varying to 6 S-9 fine SAND, trace silt: interbedded (SP). 7 A14 7 Sampler Type (ST): _ 2" OD Split Spoon Sampler (SPT) _ No Recovery M - Moisture Logged by: FSM 1 3" OD Split Spoon Sampler (D & M) 1 Ring Sample Water Level 0 Approved by: JNS fl Grab Sample E Shelby Tube Sample 1 Water Level at time of drilling (ATD) a S 5Ot EA t Ad c a r t h sciences Exploration Log Project Number KE160442A Exploration Number EB -1 Sheet 2 of 2 Project Name Location Driller/Equipment Hammer Weight/Droo Rau Property Ground Surface Elevation Start/Finish Diameter fin) (ft) N/A Seattle. WA Datum Boretec / HSA w/ D95 Track Drill Date 140# / 30" Hole _9/23/16,9/23/16 7 inncric Depth (ft) w Graphic Symbol 0 rr U� c 2 c Water Level is Cdher Tests S @ BlowslFoot T cn o m 10 20 30 40 Medium dense and very stff, wet, gray, fine SAND, trace medium to coarse 4 S-10 sand, trace silt, trace organics, arranged in thin (< 1/2 inch thick) interbeds 6 A16 — (rare), also rare thin (< 1/2 inch thick) interbeds of SILT, trace sand; 10 stratified (SP/ML). 45 Medium dense, very moist to moist (?), gray, fine SAND, trace to some silt, 6 �' trace organics, disseminated throughout (rare), rare thin (<iii2 inch thick) sandy 7 "'14 — SILT interbed; stratified (SP -SM). 7 Sampler overstuffed. – 50 — Medium stiff and loose, moist to very moist, gray, SILT, trace fine sand ranging 3 S-12 -- to sandy, and fine SAND,trace to some silt (not common), trace fine organics 2 A5 — throughout; sand interbeds are very moist to wet; stratified (MUSP-SM). 3 – 55 — S-13 0d// Verysoft to soft, wet (saturated),gray,SILT ranging to clayey SILT, trace to//// 9 9 Y Y2 �/0// some fine sand, rare thin interbeds of fine SAND, some silt; stratified to 1�2 __ ..\rR400i.I. wU'.-RuSP- "AAS. /J 1 Bottom of exploration boring at 56.5 feet – 60 '– 65 – 70 – 75 Sampler Type (ST : _ 2" OD Split Spoon Sampler (SPT)_ No Recovery M - Moisture Logged by: FSM 1 3" OD Split Spoon Sampler (D & M) � Ring Sample S - Water Level O Approved by: JNS L��i Grab Sample Shelby Tube Sample V Water Level at time of drilling (ATD) TEST PIT (TP) 1 I)cptl (feet nn_an Soil Description Earle-hrnrun cantiv $il T with nratiini and rrintc find-rirainarl rim/ ince frit 11 - at 1.0', becomes tan mottled orange, moist to dry - at 3.0', becomes dark -brown 4.0 - 6.5 Gray mottled orange sandy SILT, fine-grained, moist, soft to medium -stiff [ML] Test Pit was terminated at a depth of 6.5 feet on June 12. 2015. No groundwater seepage was observed during excavation. TEST PIT (TP) 2 )Depth (lett) 0.0 —1.0 Suit Description Dark -brown sandy SILT with gravel and roots, fine-grained, dry, loose [FILL] i 1,0 —2.5 Gray SAND with gravel, fine to medium -grained, moist, loose [FILL] 2.5 — 4.0 Dark-hrown intermixed with nranna-hrnwn, candy Sil T with nraval and mints fina-rjrairoa i rinr loose [FILL] - - 4.0 - 8.0 Gray mottled orange sandy SILT with thin sand layers, fine-grained, moist, soft to medium -stiff [ML] - at 6.5', becomes medium -stiff • at 7.0', layer of SAND, fine- to medium -grained, wet Test Pit was terminated ata danth of R n fapt nn .Il Ina 1'7 ',MC Slight perched groundwater seepage was observed at 7.0 feet during excavation. TEST PIT TP 3 tli Seth 4fect) V.'4 —U v 3.0 — 7.0 Soil ficscriptlfit n,.!.t... J..o,tr,. lt- - , 1 a F a 1a.. r_. I__..... P'tIe1 I11G.4dI An ICU,II{UL.7L IU.Ui y, iVULC Er't L,4 VG. n la V WI I. 01,Iay v1Lt OM 1 [tjt ctVGi OA IU 1UVt, jhiL] Gray mottled orange sandy SILT with thin sand layers, fine-grained, moist, sots to medium -stiff - at 6.5', becomes very moist to wet medium -stiff Test Pit was terminated ata depth of 7 fl feet on Aline 12. ?015_ Very slight perched groundwater seepage was observed at 6.5 feet during excavation. TEST PIT (TP) 4 4.5 - 5.0 Dark -brown sandy SILT with gravel and roots, fine-grained, moist to dry, loose [FILL] - at 4.0' old PVC pipe Gray mottled orange sandy SILT, fine -drained. moist; soft to medium -stiff [Mg Test Pit was terminated ata depth of 5.0 feet on June 12, 2015. No groundwater seepage was observed during excavation. 'Nate - Letters in brackets j ] denote USCS soil designation. ..* TELT P� LOGSl�rl� GEOTECH 1 12060 & 12062 44th Place $oath CONSULTANTS, INC. Tukwila, Washington a Job No: .1 Date: 1 !Plate: I 1 i 15264 1 June 2015 1 1 Test Pit Log TP -1 Location: SE Corner of parcel, by blackberry bushes Depth (feet) Soil Type Soil Description 0.0 - 0.3 - 0.3 - 1.5 ML 1.5 4.0 ML 4.0 - 6.0 ML 6.0 - 7.0 ML/SM Topsoil Brown SILT with some fine sand, rootlets (soft to medium stiff, moist) Light brown, with orange mottling SILT with some fine sand (medium stiff, moist) Dark brown SILT (medium stiff to stiff, moist) Brown SILT with gray fine to medium SAND interbeds (medium stiff to stiff, wet)(Alluvium) Terminated at 7 feet below ground surface. No caving observed, but some sloughing noted from 6 to 7 feet. No groundwater seepage observed. Test Pit Log TP -2 Location: W central portion of parcel, in grass lawn Depth (feet) Soil Type Soil Description 0.0 - 0.3 0.3 - 3.0 M 3.0 - 3.0 ML 5.0 - 6.5 MUSM Excavated on: October 22, 2015 Logged by: KSS Topsoil Prwn CII vT with some.fin. sand,rootlets (soft to mediumstiff, moist) Dark brown SILT (medium stiff to stiff, moist) Brown SILT with gray fine to medium SAND interbeds (medium stiff to stiff, wet)(Alluvium) Terminated at 6.5 feet below ground surface. No caving observed, but some sloughing noted from 6 to 6.5 feet.. No groundwater seepage observed. GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-101i Fax: 253-896-2633 Test Pit Logs Proposed Single Family Residence 12214 — 45th Avenue South Tukwila, Washington Job: RondosS.45thAveS.F. October 2015 Figure 5 120'911; E g N LL t 212 �t F�wi+��r ,p T• Ip 1`2 32??il LEGEND: SITE 0 EXPLORATION BYAESI (2016) EXPLORATION BY GEOTECH ❑ CONSULTANTS (2015) EXPLORATION FROM GEORESOURCES INC. (2015) PROPOSED ADDITION PREVIOUS AESI PROJECT 0 KING COUNTY ADDRESS LOCATION, HOUSE NUMBER PARCEL DATA SOURCES / REFERENCES: KING CO: PARCELS, STREETS, 1/18, AERIAL PICTOMETRY INT. 2015 GEOTECH CONSULTANTS INC., GEOTECHNICAL ENGINEERING RECONNAISSANCE, PROPOSED SINGLE-FAMILY RESIDENCE JULY 7, 2015 GEORESOURCES INC., GEOTECHNICAL REPORT • PROPOSED SINGLE FAMILY RESIDENCE, OCT, 26, 2015 LOCATIONS AND DISTANCES SHOWN ARE APPROXIMATE • to 2224: a 0 60 120 iEEEMIIW FEET BLACK AND WHITE REPRODUCTION OF THIS COLOR ORIGINAL MAY REDUCE ITS EFFECTIVENESS AND LEAD TO INCORRECT INTERPRETATION 12242 a s s o c j a t g c earth sciences r f.. G, i; o r n n SITE AND EXPLORATION PLAN MATEVOSOV RESIDENCE ADDITION TUKWILA, WASHINGTON PROJ NO. 180095E001 PATE: 4/18 FIGURE: 2 5/2/2019 City of Tukwila Department of Community Development SEDA MATEVOSOV 12091 44TH PL S TUKWILA, WA 98178 RE: Permit No. D18-0022 MATEVOSOV RESIDENCE 12091 44TH PL S 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 6/3/2019. 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 6/3/2019, 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, Kandace Nichols Permit Technician File No: D18-0022 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 }'t April 25, 2018 MATEVOSOV RESIDENCE CITY OF TUKWILA ID Application #: D18-0022 12091 44TH PL S Subject : submitted set Dear, Aden Johannsen We are writing this letter, so that we may in greater depth explain our response to your requests. We will attempt to explain how and where your questions we addressed. General Information note: Response: The fu/l'set'ofproject'have been providedin scale and'with 24'x18" paper size.. The: braced wall prescriptive method, has. been, used: for one: story building in accordance R602.10. IRC BUILDING REVIEW NOTE: 1. All new building construction shall require a geothechnical analysis report by geotechnical engineer. Provide a Geothech report for the new building site Response: The G.eothech. Report has been. provided. 2. Sheet S1 specifies 30001b concrete. Concrete over 2500 Ib requires special inspections. Please clarify Response:. The. note hasbeen: revised: Thenote has been: modified. 3. Shear walls are typically an engineer design. Brace walls are typically prescriptive design not necessary designed by an engineer. If this plan is an engineered plan, each sheet by engineer shall be wet stamped, signed and include the date of the signature. Provide clarification of your design intent. See general note above (tRC301.1.3& R602.3) Response: The braced wall prescriptive method has been used for this project. T,he: desigm criteria notesi added; on; the main floor pians, on sheet A05.. The continuous sheathing method provided for one story strukiErG5Maaen provided CITY OF TUKWILA p CORRECTION APR 2 6 2018 LTR# PERMIT CENTER archstudioyshadyrya2018 DI x0022 April 25, 2018 4. The plan shows a smoke detector in a closet. I assume it is intended to be in the hallway. Please clarify. Response: The typo has been corrected. 5. The floor plan shows two fans in the laundry and bath room with the other bath one fan specifying whole house fan. I assume the whole house fan was intended in the laundry area. Please clarify. Response: The whole house fan has been moved•to laundry mom. The dryer ventilation notes havee been added. on the main floor plan.. 6. Specify safety glazing for the window by the tub and specify egress windows for the bedroom window. Response: The windows have been marked "S: G. " windows with safety. glass. The egress windows have been specified 7. The elevation plan sheet A09 sheet louver doors. However, that was not clearly shown on the floor plan. Provide clarification and if that is a room to be enclosed, name the room. Response:. The: existing, heat. pump; unit: ha-s.located. in: this. area . It: area: has been named "utility" the door has need removed from plans and elevations. 8. Sheet A09 cut view specify R-30 floor and R-21 wall insulation. Response: The types of insulation have been provided on sheet A09 -section A -A Tatyana Shadyrya Archstudio Y Shadyrya Cell 206-240-7329 yshadyrya@yahoo.com ardhs'tudiioysi iadyrya2018 ,T Aprif25, 2018 MATEVOSOV RESIDENCE CITY OF TUKWILA ID Application #: D18-0022 12091 44TH PL S Subject : Planning department Dear, Max.Baker We are writing this letter, so that we may in greater depth explain our response to your requests. We will attempt to explain how and where your questions we addressed. PLANNING DEPARTMENT NOTE: 1. No sidewalk shown to existing front door of main house, will door be relocated? Responses. The:sitaspian;has;beemrevised<. TlBeareasioto cistingfproperty-revisedi. corrected, and shown on the site plan sheet A01.1. The area between existing driveway andiexiStiimlhousaprovid6diandihasbeerrmarkectias-:64alatea. 2. An existing paved area along southern edge of the existing home is not shown in the proposed plans, will this area be demolished as part of the proposal? Responses The area -is. planer not clearly -indicated -on. the -survey.: The -marl "planter" has been added: 3. A 3,180sgF existing impervious area in denoted on the site plan as "walkside", please clarify what this area is. Response: This indicates -sidewalk area: The new sketch of determihe iinpervious- area on. property/ has.;b_een created and; added: on: site; plan, sheet A0,1_.9 All;numbersof impervious surfaces -have -been -revised and provided in table. 4. There arrears to be paved area along the perimeter of the property (north and south property lines) that is not denoted in the impervious surfaces calculations; please clarify what this paved area is. archstudioyshadyrya2018 April 25, 2018 Response: Thereis existing concrete sidewalk. See response' 3: 5. Maximum impervious area for a 22,900 sqF lot is 10,350sqF. Current proposal contains greater than 10,350sqF of impervious surfaces. Response: The sketch ordetermine existing and proposed impervious surfaces have been created and added on the sheet A01 -site plan. The table of surfaces revised. The maximum impervious area is the same is allowed. All surfaces have been revised, marked and shown. accurately 6. Will there be a door way connecting the proposed garage to the existing house? Response: There is no door will be provided between existing and proposed buildings. Tatyana Shadyrya Archstudio Y Shadyrya Cell 206-240-7329 yshadyrya@yahoo.com archstudioyshadyrya2018 City of Tukwila Department of Community Development February 12, 2018 SEDA MATEVOSOV 12091 44TH PL S TUKWILA, WA 98178 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0022 MATEVOSOV RESIDENCE - 12091 44TH PL S Dear SEDA MATEVOSOV, 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 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. All new building construction shall require a geotechnical analysis report by a geotechnical engineer. Provide a Geotech report for the new building site. 2. Sheet S1 specifies 30001b. concrete. Concrete over 2500 lbs. requires special inspections. Please clarify. 3. Sheer -walls are typically an engineered design. Brace walls are typically prescriptive design not necessarily designed by an engineer. If this plan is an engineered plan, each sheet by the engineer shall be wet stamped, signed and include the date of the signature. Provide clarification of your design intent. See general note above. (IRC R301.1.3 & R602.3) 4. The plan shows a smoke detector in a closet. I assume it is intended to be in the hallway. Please clarify. 5. The floor plan shows two fans in the laundry and bathroom with the other bathroom one fan specifying whole house fan. I assume the whole house fan was intended in the laundry area. Please clarify. 6. Specify safety glazing for the window by the tub and specify egress windows for the bedroom windows. 7. The elevation plan sheet A09 shows louver doors. However, that was not clearly shown on the floor plan. Provide clarification and if that is a room to be enclosed, name the room. 8. Sheet A09 cut view specify R-30 floor and R-21 wall insulation. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1. No sidewalk is shown to existing front door of main house, will front door be relocated? 2. An existing paved area along the southern edge of the existing home is not shown in the proposed plans, will this area be demolished as part of the proposal? 3. A 3,180 sq. ft. existing impervious area is denoted on the site plan as "wailside", please clarify what this area is. 4. There appears to be a paved area along the perimeter of the property (north and south property lines) that is not denoted in the impervious surface calculations; please clarify what this paved area is. 5. Maximum impervious area for a 22,900 square feet lot is 10,305 sq. ft. Current proposal contains greater than 10,305 sq. ft. of impervious surfaces. 6. Will there be a doorway connecting the proposed garage to the existing home? 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)433-7165. Sincerely, 119 Rachelle Ripley Permit Technician File No. D18-0022 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0022 DATE: 04/29/18 PROJECT NAME: MATEVOSOV RESIDENCE SITE ADDRESS: 12091 44TH PL S Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: PO MO V Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/01/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/29/18 ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) rtAiine (R190 Notation* REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 ePERMIT COORS COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0022 PROJECT NAME: MATEVOSOV RESIDENCE SITE ADDRESS: 12091 44T" PL S X Original Plan Submittal Response to Correction Letter # DATE: 01/24/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: _ Iiikro Building Div' ion kW° i\IC; Works MA 4A- M' GSI* 46 Fire Prevention Planning Division Structural ❑ Permit Coordinator ❑ PRELIMI NARY REVI EW: Not Applicable ❑ (no approval/review required) DATE: 01/25/18 Structural Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/22/18 Approved ❑ Approved with Conditions ❑ Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER0S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ PIngyf PW ❑ Staff Initials: FP 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. Date: r�� �•� 2©/c' Plan Check/Permit Number: L249 ODZZ Response to Incomplete Letter # Response to Correction Letter # / Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Project Address: /269/ V177-771 ' S' Contact Person: />."77`)9-t,--,9 `-'4 Summary of Revision: Phone Number: Z4` -t' ' 9 ce2-e /'e/'2J �j�, m✓ �C/`— ,' e -, S' e --0/1g27 4 /2e5zei RECEIVED CITY OF TUKWIL/ 2 5 2618 PERMIT CENTEP Sheet Number(s): �vCL SST ©F ,"�✓P� "Cloud" or highlight all areas of revision includin da e of revi io1{Att Received at the City of Tukwila Permit Center by: 1 J t IV Entered in TRAKiT on V6 W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanoci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ss. *IN \OM SiO [please print name] , states as follows: PERMIT NO: I 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requiremgj t of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 1 3, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have unde state law in any decision to engage an unregistered contractor to perform construction, work. � Owner/Owner's Ag 1t* Signed and sworn to before me this 2" ) day of ,20 NOTARY PUBL Residing at Name as commissioned: My commission expires: the State of Washington Cou ty 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; . 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certifiedresidential specialty electrician, or an electrical trainee meeting the -' requirements of chapter 19.28 RCW to perform, plumbing work that is incidentally, directly, and'immeditely appropriate to the like -in-kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. MA 7 £'VOSO V RESIDENCE ENERGY CODE: 1. Ducts shall be leak tested in accordance with WSU RS-33, using the maximum duct leakage rates specified in Section403.2.2. All ducts, air handlers, filter boxes, and building cavities used as ducts shall be sealed. Joints and seams shall comply with Section M 1601.4 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building official, the test shall be conducted in the presence of department staff. Duct tightness shall be verified by either of the following: 1. Post -construction test: Leakage to outdoors shall he less than or equal to 6 cfm per 100 square feet of conditioned floor area or a total leakage less than or equal to 8 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the roughed -in system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. if the air handler is not installed at the time of the test, total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area. EXCEPTIONS: 1. Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed. All additional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 water resistant insulation when within a slab or earth. R 303.1.1.1 2. PROVIDE BLOW DOOR TEST. THE RESULTING AIR LEAKAGE SHOULD BE LESS THAN 0.00030 SPECIFIC LEAKAGE AREA(SLA) WHEN TESTED AT 50 PASCALS(0.2"W.G.) OF DEPRESSURIZATION.THE BLOWER DOOR TEST RESULTS NEED TO BE RECORDED ON THE CERTIFICATE THAT IS REQUIRED IN SECTION R401.3 & R402.4.1.2 . PROVIDE INSULATION DEPTH MARKERS IN THE ATTIC EVERY 300sqF. 4. HVAC SHALL HAVE PROGRAMMABLE CONTROLS 5. MIN. OF 75% OF PERMANENTLY INSTALLED LAMPS IS LIGHTING FIXTURES SHALL BE HIGH-EFFUCACY LAMPS. SECTION R 404.1 6. ALL OUT DOOR LIGHTS ATTACHED TO THE HOME MUST HAVE PHOTO DAY LIGHT CONTROLS AND MOTION SENSOR OR BE HIGH EFFICACY 7.FURNACE REPLACEMENTS NOW REQUIRE DUCT TESTING PER WSEC SECTION R403.2.2. A COPY OF DUCT TESTING AFFIDAVIT SHALL BE PROVIDED TO THE MECHANICAL INSPECTOR PRIOR TO FINAL INSPECTION APPROVAL. EXCEPTION: DUCT WITH LESS THAN 40 LINEAL FEET IN UNCONDITIONED SPACES R101.4.3.1 DUCT THAT HAVE BEEN PREVIOUSLY TESTED DUCT CONTAINING ASBESTOS. 8.ALL INSULATION SHALL BE IN SUBSTANTIAL CONTACT WITH BEING INSULATED PER WSEC SECTION R402.2.7. EXCEPTION: A FLOOR/CEILING ASSEMBLY ABOVE A GARAGE MAY HAVE THE INSULATION IN CONTACT WITH THE GARAGE CEILING. ALL DUCT WORK IN THIS JOIST CAVITY MUST BE INSIDE THE CONDITIONED SPACE PER WSEC SECTION R402.2.7 EXCEPTION 2. 9.PER WSEC SECTION R403.1.2. HEAT PUMP CONTROLS WITH SUPPLEMENTAL ELECTRIC RESISTANCE HEATERS SHALL HAVE CONTROLS THAT: PREVENT SUPPLEMENTARY HEATER OPERATION WHEN THE LOAD CAN BE MET BY THE HEAT PUMP ALONE; AND THE CUT -ON TEMPERATURE FOR SUPPLEMENTARY HEATING AND THE CUT-OFF TEMPERATURE FOR COMPRESSING HEATING SHALL BE HIGHER THAN THE CUT-OFF TEMPERATURE FOR SUPPLEMENTARY HEATING. 10. ALL HEAT PUMPS INSTALLED UNDER SECTION R403.1.2. SHALL INCLUDE SUPPLEMENTARY HEAT LOCK OUT BASED ON OUTDOOR TEMP, HAVE A MAXIMUM SETTING OF 40 DEGREES FAHRENHEIT AND SET TO 32 DEGREES OR LESS AT FINAL INSPECTION. 11. DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS 403.2.1 THROUGH R403.2.3 ENERGY CREDIT: 5a EFFICIENT WATER HEATING: WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER HEATER WITH MINIMUM EF OF 0.62; OR ELECTRIC WATER HEATER WITH MINIMUM EF OF 0.93 AND FOR BOTH CASES ALL SHOWERHEADS AND KITCHEN SINK FAUCETS SHALL BE RATED AT 1.75 GMP OR LESS, ALL OTHER AT 1.0GMP OR LESS WHEN TESTED IN ACCORDANCE WITH ASME A112.18.1/CSA B 125. (0.5 PT) 3b EFFICIENT HVAC EQUIPMENT: AIR -SOURCE HEAT PUMP WITH MINIMUM HSPF OF 8.5 WHOLE HOUSE VENTILATION NOTE: WHOLE HOUSE VENTILATION FAN SHALL BE SIZWD ACCORDING TO TO INTERNATIONAL RESIDENTIAL CODE SECTION M1507.3.3. INREMITTENT WHOLE -HOUSE VENTILATION RATE FACTOR IS 2 50%(2HR EVERY 4 HR; 12 HRS /DAY). WHOLE VENT FAN IS 90 CFM CLIMATE ZONE 4-C TABLE R402.1.1 OPTION GLAZING AREA %of FLOOR GLAZING U-FACTOR DOOR U-FACTOR CEILING VAULTED CEILING WALL ABOVE GRADE WALLS INT. BELOW GRADE FLOOR SLAB ON GRADE VERTICAL OVERHEAC 4C UNLIMITED 0.30 0.50 0.2 R-49 R-38 R-21 int R-10/15/21 TB R-30 R-10 2' • SHEET CONTENTS NAME COMMENTS A01 COVER SHEET. A01.1 SITE PLAN A02 GENERAL NOTES A02.1 GENERAL NOTES (cont.) A03 EXISTING ELEVATIONS A04 FOUNDATION PLAN A05 MAIN FLOOR PLAN A06 ROOF PLAN A07 BUILDING SECTION A-A.ELEVATION A08 ELEVATION A09 BUILDING SECTION B-B AD1 ARCHITECTURAL DETAILS AD2 ARCHITECTURAL DETAILS S1 LATERAL DETAILS ES SET OF EXISTING DRAWINGS !: the at Da;: __--. 3 f Cif "ON M,�, 1. to �u :n :.,it' of Tui<wiiBUIL7 r,.,-G EVASION PARCEL DESCRIPTION RECEIVED HIILMANS MEADOW GARDENS DW'1o; ; UK` yILA PLAT BLOCK: 6 APR ; F 2018 PLAT LOT: 30-31 PERMIT CENTEk owner: MA 'I L'VOS+SEDA MA TEVOSO V ADDRESS: 12091.4.4 Tx PL S TWCW1 LA, WA 98778 LT R . ' PARCEL#3347407475 ction-Township-Range SE-10-23-04 ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 COV city review 1 02.12.18 A01 2177sgF 5' B.S.B.L. DETERMINE IMPERVIOUS 6URfACES i%j�'ll�Ol��lI%'l,:%%�I'1,'/,�l%��ll�l'/,��'l,%�%'l,%�'l,%�'ll i�l 300sqF OF EXISTIN CONCRETE SIDEWAL BE DEMOLISGED. EXISTING CONCRETE SIDEWALK 2177sqF / 3.00' PROPOSED BUILDING AREA 2069sgF EXISTING SIDEWALK 264sqF IMPERVIOUS SURFACE IMPERVIOUS,sqF EXISTING NEW TOTAL I E-HOUSE ROOF AREA 2,567 - 2,567 I COVERED PORCH 85 62 147 I HOUSE ADDITION - 904 904 COVERED DECK - 371 371 GARAGE N/A 732 732 E-DRIVEWAY 1,403+1,775 - 3,178 E-SHED 200 N/A 200 E-SIDEWALK 2,177 N/A 1,877* E-SIDEWALK 246 N/A 246 8,533 2,069 10,302 :44 OEXISTING DRIVEWAY 1403sqF STRUCTURAL COVERAGE STRUCTURAL EXISTING NEW TOTAL HOUSE ROOF AREA 2310 - 2310 COVERED PORCH - 58 58 HOUSE ADDITION N/A 762 762 COVERED DECK - 364 364 GARAGE N/A 613 613 DRIVEWAY - - - SHED 100 N/A 100 SIDEWALK - - - 2510 1690 4000 PLAN 1 "=20'-0" EXISTING GRAVEL DRIVEWAY 1776sqF ALLOWABLE LOT COVERAGE ZONING LDR - LOT SIZE 22.900sqF - LOT COV. 4.000saF ma,;) IMPERV. % * AREA 300sqF HAS TO BE DEMOLISED: THE PART OF SIDEWALK ALON NORTH PROPERTY LINE SHALL BE DEMOLISHED. AREA 300sqF SHALL BE SUBTRACTED FROM TOTAL IMPERVIOUS AREA. PROPOSED IMPERVIOUS AREA IS 10.302sqF<10.305sqF !741,14.1.GM41164 CEVnfr. Club EXISTING HOUSE AREA MAIN FLOOR TOTAL LIVING AREA ADDITION AREA: GARAGE W/ SHOP ADU D(tv,AMISM VICINITY MAP 1492 sqF 1492 sqF PARCEL DESCRIPTION HIILMANS MEADOW GARD PLAT BLOCK: 6 PLAT LOT: 30-31 613 sqF 762 sqF APR 2 5 25'8 PERMIT CENTER owner: MATEVOS+SEDA MA.7EVOSOVN ADDRESS: 7209144TH PL S r 9...WA 98178 0TU/14'7LA, 16 nn nnr_ Quater-Section-Township-Range SE-10-23-04 SITE PLAN DATE:10/16/2017 2017_37HA ecity review 02.12.18 A01.1 GENERAL NOTES 1. GENIAL CON I'IcWS A nE CCW1RACTTR SHALL SURNSE ALL CGWSIR'CTKLW ACnNTLES AND VERIFY COMPLIANCE #711 HAESE c /lslRUClol DRAIINGS AND NOTES, 2015 IN1EmAf0NAL REsDENnAL CODE (RC) AND ALL O11ER APPLICABLE CAGES AND STANDARDS (2015 #i'C). $R/17EIN D141EV9OVS HAVE PREIEDO cE OVER SCALED DiWig V5 AND SHALL BE Wife BY CONTRACTOR BEFORE PRIG 11E DEWIER i/'/ST LE NOnfnD 0 ANY YAHOOS FROM NOTES AND WOKS COVTA6ILD IV TITS SET OF PLANS ANY YARHARONS FROM RUE PLANS INCH DO NOT RECEIVED TIE DESI R'S HRY1717y APPROVAL 9/ALL BECOME THE CCWIRAC7O?S SALE RESPOVS&IJIYkV All RESPECTS If. DESIOW CRITERION A Boa (per Table Ha R50251(1) AND R5023..1(2)g7C): 40 psf live: 10 psf dead 8. Ceiling (per Table Na R8024(1)RC• 10 psf li►e; 5 psf dead G Root. 25 psf 10 psf dead D. Residential balcony is 60 psf E ►Ibis. 10 psf (exterior) dead. 7 psf (iteria) dead fG SpidBenrngmM (e psf B)dalurbed sal fL 'smic Zone Dl ; Ss=1 16 FOR CALCUAfcVS ; t t r FRAME COI/RUCTION PREScRPfVE 41E7HOD STORES A80Vf BRACING 01=0 ,METHOD Or (RADIO 17ED.' 1-4 CONTINUOUS 91EAnlDiic 410m07- cs $SP PERCENTAGE OF RILL -HEIGHT TRACING PER HALL LAE: 16X MA)44/ SPACING HEREON 8RAC1D *ALL 35' R602104.1.: me ' Or *ALL RACED PAN 3/8' COWNEC710# CR1EIS'A: 6d colLMAV (2'X0113') NAILS AT6' PACING (PANEL EDGE) MD 12' SPACING ( IMERMETIALE S1/PPERT5) Or 16GAX 13/4STARES• 3' SPACING (HANEL EDGE) AND 6' SPACING (IV1E1WlffALE SUPPO &RACES*ALL PANEZS LINE *1H CONI7NOJS SEATING SHALL BE fULL-HEIGHT #171 A LENGTH BASED AN TilE ADJUSTING GEAR A°£NWG /IT1a 1IN ACCORDANCE *111 TARE R60210.4,2 EACH BRACED HALL PAI EL9/ALL BE AT LEAST 48' IN LENGIN COkETIVG A 11441411141 OF 11ITff MD SPACES OISE SIW ARE SPACED 16' ON CEVITR L Mataids. . Concrete. 2,600 PSI O 28 days 2 AIL C3NOr'EE7E RETNFGRCING SiEF1 SHAM 8E DEFORMED PER ASTI' A615 GRADE 40(GRADE 60 F NEED) LAP COVIINU Us ROVORQNG BARS 30 8AR D/AM£IERS Mind ll11,l UMESSS OPER tISE NOTED. CathER BARS (1'-7' BEAD) SHALL BE PROXDED FOR HORIZONTAL /EIrORCiEI/E/NT DETAK STEEL IN AcrOROANCE %lnm TIE 'Aar MANifAL all' STANDARD PRACTICE Or DETAILING REIVfa4CD S1RUC11/E' HEEDED IHRE FABRIC TO Ora* *111 ASTN A-82 AND A-185 CV fr 17 701/AW REINEARCfIt1IT To Be PER SEC1OV 40.11.3.5 RC2016 FID1ING 3' FARMED SURFACES #07111R FACE 1- ' IN1ERI R FACE J/' EARTH FACIE 2' LUMBER; LOAD BEARING aildVSAV CUiIBER Mg4ERS AND ►It?LD STRUCTRAL PANS MUST 8£ DOMED BY A GRADE MARK [R5023.3(1 R502.31(2),602.1,R802.4,R8025j FRAMAto taW 9/ALL BE GRADED AND MARKED IV CONFORMANCE *nH TWA GWAONC RULES FOR ►1ESIERN LUMBER, LATEST ED1naV.ALL FRAMING LUII81R SHALL BE AS FOLIO$ UNLESS O11ER**S'E NOTED MN AND RAJ ILKS (2r6 & LARGER) /Jl-fIR 12 CR BETTER BE'AIl & S1R1NGERS (4X & LARGER) DOUGLAS F7R 12 OR BETTER BEAM & STR/NGRS (6X & LARGE?) DO GLAS RR 12 OR BETTER P0S1S DQKILAS FIR 11 OR BETTER MUDS PIAIEs & I&SC. FRAMING (2X4) HEM -RR STANDARD CR BfTl1R STUDS PLAITS & MSC FRAMING (2%6) HEM --FA? /2 OR BET/ER PLY10)00 SHALL CONFORM TO UUS PRODUCT STANDARDS PS i-95 UNLESS NOTED 01110N4ISE: NAILING FOR ROAR SHALL BE AS PD? /RC TABLE R6023(1) AND NAILING FOR ROOF SHALL BE AS PER TABLE R6023(1). Rain AND F10AR S7EAnING SHALL B£ LAID UP *I711 ME GRAIN PBROVICULAR TO THE SUPPA?1S PL l low SPAN SHALL BE AS PER NC TALE R602.3(1). Mtxv SIEARIhNG STRUCTURAL SHALL BE AYHOOD OR A'JENTED S7RAN0 BOARD. PLIHOOD SHALL B£ GROUP / OR GROUP 2 SPECIES C-D GRADE a'0SURE / CONFORMING TO U.S PRODUCT STANDARD PS I-8i. EACH PELE(R'I n tLO &DS) SHALL BEAR THE GRADE iRAa4IARK OF 711E AMfRICAN PIY1400D ASSOTUfLW Roar SHfAIINC SHALL HAVE A SPAN RATING Or 32/16. wA11 SHEARING SHALL HAVE A SPAN RATING Cle 24/0. NAILING SHALL BE HPAN EDGES NAB XX) S!£ ' SSLZE All SHEAR HAUS STALL BE &h 1V AT ALL 4. STRUCTURAL STEEL: a STRUCTURAL STEEL SHALL BE AS141 A36, Fy=36 KS; b. PIPE SHALL BE AS741 A 5, Fr35 KS; a #007 COWVECIOW BUTS SHALL BE ASTM A-307; d AAiaHAR sous SHALL & ARV A-307; f10( DE 1ION A ERECO SHALL BE W ACCORDANCE *1H THE 8th on* OF 17( 'RISC S°ECIF7CAftV FOR fl* DESIGN FABRICARCW AND ERECTION OF STRUCTURAL STEEL FOR BUILA 'G3 . ALL #EUXNG SHALL 0E04 To THE A►is D1-1 -s1RUCTURAL MELDING CODE'. All ►1ELAWG SHALL BE P£RFa4MD BY HA80 (*A9$cra? AssoaAnam OF &NIONG OFFICIALS) AND A11s CRIFIED WELDER$ g I NSCDIANEOUS SZEIEl HANGERS 10 BE SIMPSON OR APPROVAL EQUAL NAJL ALL HOLES *171 NABS AS SiEC1fIED BY MANUFACTURER SHOO' 017ER*ISE AN OORA►NNCS EXPAN90V BUTS ONTO CONCEE1E SHALL BE Hil/ 7Kp& BATS-I'(41011FACIURED AND INSTALLED PER ICC OR APPROVED EQUAL) MOM MIS INTO CAN?E1E SHALL BE A307 MINIMUM aRE9416VI FOR BOW kV CONCAVE SHALL BE PER R4031.6 IRC2015 Xl. CCWS'IRUC71cw REQIREMmis A Foundations. 1. Footn,ngqs� and foundations unless °thewise ooprovcd by the buidn offici shall be constructed of mosarx concrete, a treated Wood and in all cases shag extend wok the frost line and meet the minimum depth as required per R4011.1 unless anther depth Is recommended by o foundation nvestgatdon. section R4030401 Assumed agolnble son bearing ague 2500 psi R4011.1 J Submit report i1 other than 1500 pst Foundation footings shad/ be placed upon film, undisturbed native son, Footings shill not be paced on fit 3 Out a Fes for permeent execrations and Nis shill be not steeper than 2 hanzetd to 1 ve-tkd unless sustaining doto pstifying steeper slopes ore submitted Dedolion from the foregoing /knitofrans for slopes shall be permitted only upon the presentation of o son intestigotan report acceptable to tbuidng offidd 4. The docw ent of buidng and structures on or adjacent to slopes steeper alai, 3 horizontal to 1 vetka shall comply with 44C secR403.1.7.1-4 and R4031.7.1 and the Working subsections. a Balding clearance from the ascending slope; In genera, buildings below slopes shot? be set o sufficient distance horn the slope 70 prose protection from slope drainage, erasion and shago failures Except as profan Sec R403.1.7.4 and R403.L7.1. �0ed The 1 caring criteria nil be owned to provide this protection dye the existing slope is steeper than 1 haizantd to 1 vertical the toe of the slope shag be assumed to be at the intersection of a horizontal plane dro#n t t to the slope at an angle of 45 degrees to the hcrfza,ta ere a tetchily wag is constructed at the toe of the slope the height of the slope she be measured from the top of the wag to the top of the slope b. Footing setback from descendingslope surface: Footningg on or adjacent to slope surfaces sharbe founded ii frm mould pith an embedment and setback from the slope surface sufficient to provide vertical and lateral support fa the footing *thou' detrined settlement. Except as provided fan Sea R403..1.74 and Figure R403.1,7.1 the f�o#k,g setback is deemed adequate to meet the criteria !there the slope is steeper than 1 hTuant ' to 1 vertko; the wired setback shill be measured from an imegkary plane 46 do rees to the horizontal projected upward from the toe of the sTgoe c. Foundation elevation: On graded sites, the top of any exterior foundatkn shdi extend above the elevation of the street gutter at point of discharge of the inlet of any approved diage deuce o minimum of 12 inches plus 2 percent the budding officid may approve: alternate elevations provided it can be demonstrated that required drainage to the point of disoha and away from the structure is provided at all locations on the s/la d The building official may approve alternate setbacks and deaance.• The bun fang official may require an investigotia and recommendation of o qualified engineer to demonstrate that the rtent of Sec. R4011.7.3 hos been satisfied Such an investigation shot/ include consideration of moferid, height of slope slope gradient lood intensity and erasion chcractedstics of scope material Sec R4031.74 9. #099 SILL PLATES AND OD HALL S7JPPOR1ED DYRECITY ON CONTINUOUS Fa/NDAIK•WS SHALL BE ANCHORED TO 1}E FGV/hDATICW IN SECTION R4011.5 IRC $V SOLE PLATES AT ALL EXTERIOR HALOS CR 4IaVO'l if1C SLABS ► voo SCE PLATES LE BRACED #ALL PANS AT BUILDING INTERIORS a1 IIoVGJt iC SLAMS AND ALL $tQD SILL PLATES 91411 BE ANCHORED 1O 11 E FCU,19AfON HIM I$ / /k2' DIAMETER ANCHOR BOLTS SPACED A 0.4101 Ar 6 FEET OW crMT R 0? APPROVED A1* H ? 0R ANCHOR STRAPS SPACED AS REQUIRED 10 PROVIDE ECA'YALETVT ANCHORAGE TO i' DIAMETER A/ICTOR BOYS BUTS SHALL LXiEND A 4/1#4/uM 0c 7' INTO CONCRETE Or GROUNDED CELLS OF CONCRETE MASONRY UNgis 1HE BUT SHALL BE LOCATED /N 7HE Ow THIRD OF THE HADTH OF niE PLATE A NUT AND HASHER SNAIL BE TTCIIENED ON EACH ANalo? BOIT.PCATE HASHER A M/NIIuM 3"X.A0.229' nl'C.. THERE .SHALL BE A 4110101 CE 1#0 8017S PER PLATE SE•C116W #111/ ONE BOLT LOCATED NOT MORE 12' OE LESS THAN SEY0V BUT C1AMETER FRAM EAa1 END Of THE PLATE SECIIAI h11X CR BEARING FALL SUE PLATES ON MONU/t /c SLAB FU/NDATX,W THAT ARE NOT PART Or BRACED HALL PANEL SHALL BE P09IVEl Y ANCHORED *>H APPROVAL FASIE)fJ?S 11 PATE AND SUE PLATES PALL 8£ PROTECTED AGAINST DECAY AND TERiu1ES *ERE REQUIRED BY SECIGW R317 AND RJ1& 10. indniaud concrete footingsunder beaks wills of pier post cod bean syysstems and concentraed loads shyf hole a mnrnum 8 inch edge thickness designed per SeaR403.1.11 11, individual caiaete pier footings above exposed ground unless the columns or posts phkh the Burr ore of approved woad of natural resistance to decoy or heatyd r r 1' SECR317.1/2 12 POSTS 91A11 BEAR ON FOOTINGS IN ACCORDANCE #7119EC1ON R403 AND f7G/RE R607& 1. POST SHALL BE RESIRAIVW 70 PREVENT LATERAL DISPLACEMENT AT 171E B07T64/ SUPPORT. SUCH LATERAL RESTRAIN SHALL BE PROVIDED BY IIMUFACTURED C0A CTORS INSTALLED IN ACCORDANCE *111 .S1CIION R507 AND THE MANUFACII RERS IVS1RUCn0MS OR A WO POST fin eEDMalT Or 12' IN SURROUHDNC SOTS OR CONC E1E P1ERS 11 Access to cowl space shot be provided to ye9 under -floor spaces Access openings through the floor steal o mnmum of 18x24 knoll h through a etc well shill Thx24 leaches Tian one pavan of the traudh l access IS grade on aeoway of not less the 16x24" shill be prodded l,he bottom of areaway shall be belovi the threshold of the access enhg. TTrou we/ access tpenekgs shall not be located under door•• to the residence (IRC KR4064) 14. Provide 18 inch minimum aml1 space under wood joists and 12 inches under pod orders Sec. R31Z111. 15. Cro* space venliation, minimum net area shag be of l squire foot fa each 150 Aqu 'e feet of unQrfoa Teo(ex t p o r�pred by , base, 71), t least ane cpo'ng shay be looted n three feet o1 each comer and arranged to provide cross ventulo rcn on at least ti apposite sides They shall be covered with approved weariningg matg�d en tents ore located k rkn,hsulotia baffles shall be enrolled (RC 4061 16. Unless otherwise approved by the budding official famdation wills enclosing o basement be'op fnished yode shill be damp proofed outside by epproved methods and materiels /7. Foundation construction shell satisfy seethe; R4011.1 & 404.4 of 20151RC for bidding in seismk zone D. 8. Framing quality and Indetificotion (R50231,R602.1 & R8021 IRC) All lumber, ypood porticleboog shucturd glued Hated timber, end -jointed lumber, .. .,, d sheeting en used structurdly), sidng teen used structurally, pies and Ades regulated by this chapter shal canteen;to the appl/koble standards or grading rules e�ddfled n Line /RC and shall be so identified by the grade ma* a o ow -Mote of Inspection issued by an ; U r oved ogency. A7/ lumbr, timber, ply'ood and piles requred to be Treated under Sea R317 shall be identified by the quality mark of on oppro nspectkn agency which maintains continued superwson, testing and inspection over the quality of the product 1. Frame naikig to be k, comp/farce with R6023 (1) IRC 2015 2 Treated *orb Protection frcvn decay shall be provided in the following locations by the use of naturally durable wood or wood that is presrwtive healed in accordance with AHPA U1 for the specks product, presewUve and end use. Preservatives shall be listed kn Section 4 of AHAPA U1. a Then wood joist or structural floors Hainaut gists are located closer than 18 inches or wood girdas ore located loser the 12 inches to exposed ground k dolt vows or macerated areas located within the perhhery of the budding foundation, b. all mod -homing members that rest on concrete or masonry exterior foundation mils and are less than 8' from exposed yard cSits and sleepers on a conaete or massy slob thot in direct contact with the ground unless separated from such slab by an knperviws moisture bander. d. ibe ads of food girders atoning exterior mount), a conaete Ovals hobo dearaces of less than 0.5 inch on the top, sides and ends. a flood sidng sheathing and mall framing on the exterior of a budding hoeing o clearance of less the six inches form the ground /. ►1cod structural members supporting moisture -permeable floors or roofs that ore exposed to the weather, such as concrete a moscnry slabs unless separated from such loos or roofs by on inpervdaus moisture barter. g. *pod tuning strips or other wood framing members attached drectly to the interior of exterior masonry mulls or concrete below grade except Where on awaked vapor retarded is ooplied between the #ill and the furring strips or framing members (RC R317). h. Field cut a intones and dinned holes of pressure heated Hood slid be reheated k, the field accadmce pith A►1PA 414 (2015 RC R317.1.1) n. Fasteners fa pressure press value and fire -retardant -treated rood she be of hot -dipper gdwnized steel stainless stes;siikm,braze or copper (IRC 2012 R317..3) 3 R5024 Joists under beating portilions Joists under parallel beaiig partitkns shall be of adequate size to support the load Double joists; sized to adequately support the load , that ore separated to pemit the installation of aping a vents shall be full depth solid blocked pith limber not less than 2 kvches (51 mm) h nominal lhidness spaced not more than 4 feet (1219 mm) on center. Bearing partitions perpendicular to joists shalt not be offset from supporting girders polls or cotillions more than the joist depth unless such gists ore of sufficient size to cmry the additional load 4. R6027 Lateral restraint of supports Joists shah be supported lalera4y of the ends by full -depth solid blocking not less the; 2 Indies (51 man) nominal in thickness; or by attachment to o full -depth heode; bad or tin gist, or to an odpkvarg stud or shall be °the•1i'se provided pith lateral support to prevent rotation. 5 Structure/ subflooring plonk floorisg and combined su gpegrr andedeymeat floor systems shall comply with .R5021.1 6. wood stud yr& harm for height and Toeing per Sec. R602.3 and Table No. R602. i) IRC2015 7. All exterior walls and mak Gass and partitions shall be braced per SeaR6023 TABLE 3-2 iN R3021 /CR2015 AND TABLE R3021.(2). unde'protedted roof overhange ore permitted to proect to within 2' of the property line Men freblockkg is instilled between the top of the Wall and the roof sheathing R302.11 Freblockhg In combustpble conshuctia, freblodking shall be provided to cut off a' concealed draft openings (both werticd end halzontd) and to form an effective fre barrier between stories, and between o top stay ad the roof spacer Frebdockkig shod be provided ki wood-fiane construction in the folding locations' 1. In conceded spoces of stud wolfs and partitions kidudhg bred spaces and parallel rows of studs or staggered studs as Idols; 1 /. Vertkaly all the ceeing and floor levels 1.2 Haizatdly at intervals not exceeding 10 feet (3048 man). 2 At al knterkxnnectias belleen concealed kefkd and horizontal spaces such as occw al soffits dap ceinges and cove ceilings 1 In conceded spaces between star stringers ot the top and bottom of the run. Enclosed spaces under stairs shal comply pith Section R3027. 4. At cpeokigs around vents, Pees ducts cables and wires at ceiling and Boa lets; with on approved moterial to resist the free passage of flare and products of combustion. The material Sling this onnula khan shall not be requred to meet the AS711 E 136 regalement& 5. Fa the freb/otking of chenneys and firma/aces, see Section R100119. 6, Frelaockiig of cankes of a two-fomiy dlelkrg is required of the line of dwdfng unit separation ACCOMADANGE NI>H SH'CAOV R3022 ITEM 1 OR 2 R303.1 Habitable rooms All habitable roams shill how on aggregate glazing area of not less than 8 percent of the floor aeo of such roans Nature ventialbn shill be through windows doors, haws or other cpproved openings to the outdoor or Such openings shelf be provided with ready access or shal otherwise be readily controllable by the bulldog occupants The minimum cpeable area to the outdoors shall be 4 percent of the floor area being ventiated. Exceptions. 1, the glazed areas need not be cpesable phone the opening is not regaled by Section R310 and o *hole -house mechankd wsntiatin system k kstaled in accordance pith .Section 411507. 2 Me glazed areas need not be installed in roams where Exception 1 above is satisfied and crack" light is provided capable of producing an overage 'Imitation of 6 footcandes (66 lux) over the area of the ram ot a height of 30 inches (762 mm) above the floor level 3. Use of sunroarn and patio covers OS defined in Section R202, shall be permitted for nature' kentialion if in excess of 40 percent of the exterior sunroan wills ore open, a ore enclosed only by insect saeenkg SUNROOiIS SHALL COMPLY M414APEA/NSA 2107 BY 2015 CODE R301.2.1.1.1 R3034 Ilechanicd radiation. $here the or k,litralion rote of o dwelling unit is less than 5 err changes per hour when tested with o bloke door of a pressure of 0.2 inch 1.c (50 Po) in accordance kith Section N1102.4.12 the dfding unit shill be crowded 1/th *hole -house mechanical radiation kn accordance kith Section 4115073. 411507.3 *hole -house mechanical vantiotia system. 11hde-house mechakd kentiatla systems shall be designed in occordence kith Seclkns 460731 through M1607.3.3 SE'C1ON 0501 GEnERAL 411501.1 Outdoor discharge The or removed by every mechanical exhaust system shal be discharged to the outdoors in accordance with Section 4115052. Air shag not be exhausted into an otlia soffit ridge vent or doll space. E,tNAUST DUCTS AND EXHAUST a°£NINcs IIENnkNs SI PPLY DUCTS USED FOR VENmATIN6 EQUIPMENT. n( IN/f)T IS THAT 7iE SUPPLY DUCTS FOR 1N1RODUONG CUD91E AIR INTO A IW1C1E-HOUSE I /EaIAMCAL VfiNllAnaV SYSIE1 ARE 10 BE SIZE AV AccORUNcf #111 TIE PR£SQ?FPNVE YAIES IN TABLE 4/ 1506.2 MINIMUM VE7VITATION PERFORMANCE R303.4 Minimum ventiotion performance. a*eg g units shill be equipped kith local exhaust and whole house ventilation systems designed and installed as specified in Section 41150Z DOEERR* Additions kith less than 500 square feet of candtianed floor area we exempt from the requirements h this Code for IN,de House Ventilation Systems R3035 Gpeing location. Outdoor intake and exhaust openings shall be located h ocradonce with Sections R3015.1 and R3015.2. R30351 Intake openkgs. Medvaicd and gravity outdoor or intake openings shelf be located a mknknum of 10 feet (3048 man) from any hazardous a noxious contaminant such as vents chimneys, plumbing vents streets, alleys poking lots and loading docks except as otherwise specified in this code ►here a source of contaminant is located #/thin 10 feet (3048 rum) of an intake opening such opening shah be booted o mkiknum of 3 feet (914 mm) below the cantamkant source. For the purpose of this section, the exhaust from dkdtng unit toilet roams bathrooms and kitchens shall not be considered as hazardous or noxous R30152 Exhaust °peings Exhaust or shall not be directed onto pe/kways All exhaust ducts shelf terminate outside the budding Terminal elements shall have at least the equivalent net free Teo of the duct work R30.521 Exhaust ducts. Exhaust ducts shal be equipped pith bade -aloft dampers All exhaust ducts h unconditioned spoces shill be hsuloted to o minimum of R-4. 1410601.21 Location of exhovst auflets. The teminof/or, point of exhaust outlets and ducts dischorgng to the outdoors shill be located pith the fago#ing minimum distances. 1. For ducts conveying explosive or flammable vapors fumes a dusts. 30 feet (9144 rum) from property lines;• 10 feet (3048 mm) from operable openings into buidngs• 6 feet (/829 man) from exterior pills and roofs 30 feet (9144 rum) from combustible wells and operable openings into buidesgs lhkh am in the drectian of the exhaust discharge; 10 feet (3048 man) above odj 'ring grade. 2 For other product -conveying outlets. 10 feet (3048 mm) from the property lines; 3 feet (914 mm) from exterior walls and roofs. 10 feet (3048 rum) from operable openhos into buidngs• 10 feet (3048 ram) above odjoking grade 1 For all environmental at exhaust 3 feet (914 rum) from property lines,• 3 feet (914 man) from operable openings kto buidkgs for all occupancies other than Crap U, and 10 feet (3048 man) from mechanical air makes Such exhaust shill not be considered hazardous or noxious 4. Exhaust outlets serving structures in flood hazard areas shot/ be installed of a above the design flood level 5. Fa specific systems see the fdloping sections• 51. Clothes ciye' exhaust, Sectiar 411502.4.4, 4115024.5 5.2 Kitchen hoods and other kitchen exhaust egupment, Sections 50..3.12, 508.4 and 505.5 5.1 Dust stock and refuse conveying systems; Section 511.2 54. Subsiab son exhaust systems Section 6124 6.5, Smoke control systems Section 314AND CARBON 410WO0AE ALARM R351 IRC2015 56. Rehfgeranf discage, Section 11057 57 4lochknery room discharge, Section 11015 SE'CnON 411501 GOLRAL 1/1501.1 Outdoor dsrhage me or removed by every mechanical exhaust system shall be discharged to the outdoors in accordance pith Section M150.2. Air shal not be exhausted kto on attic, soffit, ridge vent a crawl space Exception: Ahde-house ventiation-type attic fans that discharge into the ottk space of dfrdtng units having private attics shall be permitted HEAnNG MD c OUNa. IN GEOGRAPHICAL AREAS iftet. THE DESIGN TEMPERATURE 1S LESS NNAN 60' F, AS #1D/CA1ED BY THE GOVERNVG AUTHORITY IN TIE A000rVG ORDINANCE DIE RC REGY/?ES A flEAI/HG Sr57E41 CAPABLE OF MAINTAINING A MINIMUM EMPEROR( OF 68F AT .DEFT A801E THE FLOOR MD 2FEET FROM EXIERIGR Offs RE CODE DGES NOT REQUIRE THE INSTALLA11CW AN,All? CcNOInO*INC OR COHCOOING I/G srsidl, tiffiV MECHANICAL EQUOWIIT FOR HEATING OR COOLING IS *STALLED, iT MAST C0401Y *IH PHE MECIANTCAL AND FUEL -GAS PROVISOS OF 1H£ hgC(R3018) D. Energy Conservation per Sec5021.4.2($ "C) All ksidotion materials kdudng facings such as tcpa barrkrs or breather papers instated within floor/ceiling assemblies roof/ceikg assemblies; walls an* spaces, a attics shot have o flame spread rating of less then 25 and o smoke density not to exceed 450 when tested in accordance with AS1I / E84-01, EXCEPTIONS. 1. Foam plastic insulation shall amply with SetR316 ' of the International Residentkd Code. 2. ►?hen such materiels ore installed kin conceded spaces of.pes ill, lV and Y. construction the flare spread and smoke developed lknitanieaf do not gbply to fading provided that the toeing is instilled in substantial cnbkt with the unexposed surface of the ceiling floor or wall finish. 3. Cellulose insulation shall comply with SeaR30210,3 of the International Residential Code of rAwila RJ025166eniigprotection. Openings from a private garage directly into a roan used w' -...-W--* sleeping purposes shall not be pennit/ed. Other openings between the garoge and residace shal be equipped with solid wood doors not less than 13/8 kiches F A v rJ (35 rum) h thickness, solid a honeycomb -core steel dosLs not less than 13/8 taro '1U Klh'r`IA_A thick or 20-minute fire -rated doors, equpped with a self -closing device APR R SECTKIN R310 EMEROENCY ESCAPE AND RESCUE OPENINGS R310.1 Emergency escape and rescue required. Basements habitable attics and every sleeping roan shill hove NOT LESS THAN one operable emergency escape and rescue opening. ►(here basements contain one a more sleeping roans AN emergency ESCAPE and rescue opening shill be requied in each sleeping roam. EMERGENCY ESCAPE AND RESCUE OPENINGS 91A11 OPEN DIRECTLY INTO PUJJC;Mr OR 70 A YARD OR COURT 1HAT 0PENs TO PLIBUC AY EXCEPTION. STORM 9*11ERS AND BASE410Vis USED ONLY TO /HOU.E MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR ARE O' 200 sgf. R3/0.1.1 OPERADOVAL CONSTRAINI5 AND OPENING cCW1Ra DEVICES: LT THE SE GF KEY, TOOLS OR SPEAPE AV CIALKhOIKEDGENGS �11IDOw a°II611G CON7RU DEVICES colI t YNC * AO/ r2090 SHALL BE PERMITTED FOR 119.E ON */D00S SI_RXNG AS A REQUIRED EMERGENCY ESCAPE AND RESCUE O°£TI*NG R310.2 EII£RGEIVCY ESCAPE MD RESCUE Ci°OYINGS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE *kW AOde1lisi WS AS SPECIFIED /N nls .SECTOR R310.21 MINIMUM OaEINIG AREA ALL EMERGENCY AND ESCAPE RESOLE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS IHAN 5.7sql: THE NET CLEAR OPMING 111410901S REQUIRED BY NIS SECTION SHALL BE OBTAINED BY THE NORMAL LFAHCW OF 1 HE f,MERCENCY ESCAPE AND RESCUE OPENING FROM 111E #I9X: THE NET aEAR HEIGHT OPENING SNAIL B' NOT LEST NHAN 24' AND 1 * NET CLEAR HIM SHALL BE NOT LESS THAN EX EP17O/1 GRADE FLOOR OR BELOH-GRADE OPENINGS SHALL HAVE A i,ET CLEAR a°EIVIVG OF 0T LESS THAN 5 00.22 ►1100H SILL HEIGHT. IINERE A NNIDO* IS PROVIDE AS 11E EMERCENCY ESCAPE AND RESCUE OPDVI Q IT SHALL HAW A SILL HEIGHT Cr NOT MORE 1HAN 44' ABOVE RE f1UR; Oaf 1 E Srrl HEIGHT IS EEO GRADE; IT SHALL BE PROVIDED *IIH A lIDOH SELL IN ACCORDANCE HUH .0710N R31023 R310.2.3 ►100# HMS THE HOd'ZANTAL AREA Or 1HE #100# DELL SHALL ,NE NOT LESS THAN 9sgF #111 A HORIZONTAL PROEC1101 *01H Cr NOT LESS THAN 30. 1AE AREA OF 7FE NINDO$ #E71 9/ALL ALONE EMBNOICY ESCAPE AND RESCUE OrEVING TO BE FILLY OPENED. 1xaPN * THE LADDER OR STEPS REQUIRED BY SEC110V R3102.11 SHALL BE PERT I1TTED TO ENCROACH NOT MORE RIM 6' 1N70 11E REQUIRED DF1 /EN9OWS Or 171E j 00w *011q R310.231 LADDER MID STEPS ,'OOH FELLS JN1H A Vfe11CAL DIPIII GREATER THAN 44'9/ALL B£ EQUIPPED HIFI PLRjIMENIZYA!FLIO LADDER OR STEPS USABLE *1H THE *DO TIE OPEN P0910W LADDERS OR STEPS REQUIRED BY 1115 SECI10N 9/ALL NOT LE REOARfD TO GY.NIPLY *111 9'Cl1OV R311.7 AND R311.8 LADDER OR RUNGS SHALL HAVE AN 7N9DE *DM Or N0T LESS THAN 12; SHALL PROECT NOT LESS 7HAN 3' fR(I TIE FALL AND SHALL BE SPACED HOT MGRE THAN 18' AN CENTER VfR11CALL r FOR TIE FILL HE'alr Or Df 10100H BEAL R310.212 DRAINAGE #/IDOH ►VEILS SHALL BE Dr9AiMD FOR PROP£R LWA1ACE BY Ca#IECING TO nE BULDAVCS FOUNDATION DRAINAGE srY1EI/ REQUIRED BY SEC R4051 BY AN APPROVED AL IE]aW4nfr PERMIT CENTER ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 MATEVOSOV RESIDENCE TUKWILA,WA 98178 GENERAL NOTES DATE:10/16/2017 2017 37HA city review 1 02.12.18 A02 GENERAL NOTES (CONTINUOS) EXC Platy: A DRA"NAOE S)STElI FOR *ADO SEES IS NOT REQUIRED OEN 111 FOUNDA0 /S IN WZL-1 A& S 1o? AW-GRSNmCSs o £4 DRAWL 4 7 SOIL AMMO y 1QWHEWED SO1 R31Q2.4 EMERGENCY AND RESITIE mpfM S UNDER DECKS AND P KTG EM COICY ESCAPE AND R£SC7/E MACS SHALL BE PER?II7ED TO BE "(STALLED UNDER LEC S AND POUFS PROVIDED IHE IG4'A11CN OF THE AEI( ALLOT 5 1Ar EMERGENCY ESCAPE AND RESCUE OPE10NGS TO BE FULLY OPENED AND PROVIDES A PATH NOT LESS /M 36' flV EIGHT To A YMV AP Corner. R3103 EMfRG MCY ESCAPE AND RESCUE DOORS *ERE DOUR IS PROVIDED AS TE R£CUIRED EMERGENCY ESCAPE AND RESCUE OPENING IT SHALL BE PER1 17ED 10 BE A 21E HIKED DOOR OR A SLIER ISERE 171 OPENING IS B1o# T/E ADJACENT GROUND EIEYAnc* IT SHALL BE PROVIDED *1H A BULK -HEAD ENCLOSURE R3103 t MINIMUM DOOR WINING SIZE TIE MIAIVUM NET CLEAR HEC HT OPENING FOR ANY DOOR THAT SERVES AS AN EERCj 'r AND ESCAPE RESCUE OPENING SHALL BE IN ACCO PDANCE #171 SECRC► .2 L R31032 BLLIOF_AD ENCLOSURES BJIUJ,EAD ENCLOSURES 914L1 PROVIDE DIRECT ACISS RQII 1HE BAshlbN'T. 111E BIXi7 AD ENCLOSURE STALL PROM % DE MINIMUM NET CLEAR OPENING EQUAL ID 711 DOOR IN THE CULL Y OPEN POS111LW. R31Q321 DRAINAGE. EIUMHEAD ENCLOSURES SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONN£C71NG 70 7HE BULLINGS FOUNOADON DRAINAGE swill REQUIRED BY .SECTION R4051 Or BY AN APPr1O►W AL IERNA1VE EXCEVON: A DRAINAGE S751EA1 FOR BULKHEAD £NaOS/IRES IS NOT REQUIRED SHIN 7HE FOUNDATION IS ON #61-DRONED SO1 a4 SAND -GRAPE 1/IXRA'E SOILS ACCORD"(G I0 PE WED SOIL aASSJ1CAnm4 DSO GROUP / SaLS AS DETAILED 1I TABLE R4051. R31Q4 BARSOIJES COVERS AND Sa1EENS BARSGRILLES CO►fRS AND SCREENS OR SOLAR DEVICE'S ARE Pf1t�t617ID to cc PLACED OVER EtI tERGENCY ESCAPE AND RESCUE MOOS 8uvoAEAO ENaQSURES OR ► WOly ► 1LS THAT SRif SUM 0E * PROIDED 1,E 1llVIMuM NET GEAR OPENING SIZE CO IPLIES *Ix s£C1ON R31Q 1;.1 TO RJIO2.3 AND SUCH DEICES 9/ALL BE RELEASABLE mR RaIOYA&E FROM THE INSIDE NITHO/T THE USE or A KEY, TOO, SICIAL INOSL SCE OR FO4 OVER nLAN IHAT INCH IflC'I /S REQUIRED FOR NORMAL OPERAlla' mr TXf ESCAPE AND RESOLE OPENING R4O22 9PEm07C hlS1.1LA10 REQUIREMENTS IN ADOIPIN TO it E REQUIRE11DI1S Or SE'CIOV R4O21 #0,1ATTON 9/ALL "LEFT ThE 9P£aFCC REO1II0E1113 Or SE•CTTO( R40221 1170110l R402211. R40221 CEILING 7#IH A777C SPACES SECTON R402 t 1 i a4D REQUIRE R049 IN THE a7UNG INSTALLING R-2 OVER 100 PERCENT Cr THE WING AREA REQUIREMENT FOR R-49 ►SID EVE R DE CULL EIGHT OF UNCOMPRESSED R38 esucA17111 WENDS OPfR THE All TOP PLATE AT 1HE EAVES 1MNS RfDUCION 9W1 NOT APPLY TO 71E U-FACTOR AL1ERNAIfE APPROACH N SECIK,N R402 t 3 AND THE TOTAL UA AL 1ERMATVf 41 SECO R4O21,4 R4022.4 ►{SEC2015 Access Hatches d Doors: Access doors horn sondtianed spaces to unconditioned spaces ad attics and nowt spaces) shall be smother -stripped and nsuloted to o level equiw/ent to the insulation on the sutraundhg surfaces Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivde7(t-baffle or restrained IS REQUIRE) TO be provided when loose Sl insulation is nsta lkd the purpose of Sikh is to prevent the loose lit nsloan from spilling into the ivng space who the eta access is opened and to provide a nmenl means Cr mantonag the nstalled R-;due of the loose tit insulation Exception: Vertical doors ;hot provide access from conditioned to unconditioned spats shall be permitted to meet the fenesfotkn requiements of Table R402 t 1. R 402.4.1.11NSTALLAfON ►(SEC 2015 1HE COMPONFJI/S Or I,E BUIDNG PIERMAL E)NVEOPE AS US1ED IN AIR BARRAER AND INSULATON "YSTALLAfIN TABLE R4O24.1.1. Oil Insulation: Insulation installed 4, tenor Is doll comply with the provisions of thin section (R-21 I Alpinsation shall AY the entre coact Exterior wol' covities koloted tiringkg shall be fully insulatedto the levels of surroindng soils ced insdoUar shall be fore stapled to amid compression. R4022.7 ►SEC2015 ROMS ROOK FRAMING CAVITY IYSULAnck SHALL BE INSTALLED 1O MAINTAIN CONTACT *111 THE UNL�`i'.STDE Or THE 9A1 FLOOR DEC NO NSVLATON SUPPORTS 9IAOL BE "STALLED SO SPACING IS N0 M1oRE THAN 24' ON a Nn7. FOUNDATION 075 9/A *Olt* MODE RP Or O+E PENT /S &Z0$' PIE POSER SERFAGE OF THE FLOOR "YSULA10N Belo* Grade %€'I • Blow -grade exterior wag inaction (cdd side of the wall shall extend from the top of Me mow geode wall to th to of a footing and shall be ,, ,led la blow -grade use_(R-2I), ve insulation sh, be protected Mslatin used on e Mein worm of the wall shall extend ban the top of the baton" gode wall to the blow -pale Non level and shall ndude R-5 , ,loosee o�r,4e a thdmd break between the concrete Sal and •n,. 4O228 ' C 2 AIR BARRIER shall be retailed on the wpm side (n water) of insulation as speafe ' h me rglgjttriq cases Exception: Vapor retarder bridled with not more Man Ili of the ncarnrj value between it and the conditioned space T R402.4.t.1. a Roos Floors separothg conditioned space unconditioned space shill have o vapor retarder installed (30)fievcpa retarder shag have a one per dry alp rating a less (le four mi �/�elhj/ene a krof laced motdia7). . b. Roo!/Ceding Assamb/fes ►here the veitlolion space oboe the insulation is less than an average of 12 inches o spa retarder shall be provided Faced boll instilation where used as a vapor retarder shall be face stapled Single rafter List vaulted celing cooties shill be of sufficient depth topllow p mhmum one inch vented of space above the insulation (R-38), c t€ insulation: J{'dls separating conhhaned space from unconditioned space .shall hove ,,, retard' installed Face bolt nsu/alfon shod be face st,, d Ground Cover Ground cover of six mi (0.0O6 arm thick) block pall�eeMy(ene a approved equal shall be laid over the ground wfthn crol spores The ground cove shall be overlapped 12 mninum of the pints and shall extend to the foundation wall. 3 Ai leakage Control• a. Exterior pints around windows and door frames, openings betse n soils and foundation, between roof and la pants openings at penetrations of uliit services through wall, !Tars and roofs and a9 other cpengs in the bu dog envelpe shall be sealed caulked, gosheled or weather stepped other darns shall nclode, but not be limited to, cav/kng outlet boxes 9:C11OW R4O74.t.2. b. Recessed light installed in contact with the aiding en recessed luminaires shall be Type IC rated and certified ubder 4TM E285 to have no more than 20cfm of movement from ccndtianed space to the ceding cavity. 8Y TABLE R402.4 /.1 To meet Code o recessed fixture must be IC -rated (insulation cover) and nstdled in a way that /knit of leakage- with a gasket between fixture and gypsum bond a sealant around opening F06NOES a a5 e a AI mar TMDLEK2a' AlpCC"14.X*A7wlLs r "OStp Zs NrrA'P cork ,j1aE "OS 10 OR E. Mechonias.• t Each dttellag unit shall be provided with beak facilities capable of mantakng a mninum roan tempreture of a point 3 feet ABOVE Me flan and 2 feet from exterior salts ' all habitable r at design temperature in Sec R3039 (RC, � DE9'gI CONDITTOY BY SECBGN R302 ► SEC 2 Listing and labeling of appliance by qualified nationally recognized ;hid party agencies as mandated by the code, gives assurance that on gpp/ronce then installed in ocamadance with the manufacturer's nsto tions,wsI fuc/fon salislactady for the Mended purpose and operate safely. Labels for gos-fired appliances must innate the hourly input rating in British thermal unit per hour(Btu/h) the approved type q/ M aturd Jos a LP gas), and the mninum clearances around the appliance( RC ¥1J0Z4,130. G24O1.3) Appliance installation must conform to Me regvfemente of the IC and to the conditions of the appliance listing( RC RI025,, 4/1307.1, 1401.1, 624O£ 1, G24081) 3 The appliance listing and manufacturer's into/lotion nsGucticcns generally determine mninum deacnc to combustibles and mninum clearance sonde the appliance for proper operation. In sane instances clearance to combustibles may be reduced yyth the gpplicati n of non-cbmbustb/e nsulotn, materials provided that such is not pohrbited by the , lance /sling (/RC M1306, G24085) 41, manufacturers instructions 4. Egvpment and appliances having an ignition source shall be elevated such that source of rr'pqN7litim is not less than 18 inches atom the floor in hgzordaus, locdtkns and private garages Exception: Elevation of the ignition is not required for appliances that ore, ifsted ys flammable vapor resistantond for installation without elevation(/RC MI307.2 G24082) a. Appliances intended for nsld/alfan in dose(kvet, a fined spaces shall be so listed(G24OS2, If?C) b. antes nstoled it ages or other areas slide they may be ,art to mechanical „ shall be suitably guarded against such damage by being nst, , behind protective barriers or by being devoted a located out of the normal path of vehicles (Sec RC 1307.31rt G24086) c Appliances designed to be n a fixed position shall be securely fos ened in place. Supports fa gpplances shall be designed and constructed to sustain vertkd and horizontal loads within the stress limitations in the budding code. 41 13072 RC d [ �t 1in aaaadanceHSECn M60.4.1 THROUGH 411601.47RC ANDBACYfD SIN 1/1601.4.4. 5. Duct stems must be fabricated of approved materials that meet the tempaaturr Bane-spreod and smoke- developed rating of th code M odation to these fire -solely requiements; code prescribes aatght pints and seams ond installation to odequatty ensure the structural integrity of the duct system a Stud covities and the spoces between solid floor joists to be utilized os ok plenums .shin comply with by Sec 411601.11.7. RC 2015 b. Duct Construction: All heating ducts exposed to uncopdtkned spaces shall be insulated to a mninum of R-4 M duct seam pints, both /ongitudhol and transverse shot be mast did sealed AN jalits doll be fastened with a mninum of three fasteners 41150735.2 c Ventgatkn Ducts All ducts shall terminate outside the budding. Exhaust ducts Al systems *Nth ore desoed to operate Mermitently sholl be equgped with back-d1•oft ddmpe s(111502.1). All Dampers. Requirements irements for automatic a manual dampers are found in Chapter 15 of the ►lbshington State Residential Code (*AC 51-51). P.pe Insulation: AN p 41g shill be thermally ;mulcted in accordance with SECTION R4O33.1H5EC Per/amance Efficiency. Danestk sold heating equipment shall comply with the cpp/kab/e efficiencies listed in Tables 14-1A thread 14-16.. All electric water healers in unheated spaces or on concrete Boas shall be placed on an incompressible, nsuloted surface SA a minimum (heimd resistance of R-10.(11/C504.21) For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASI RAE Standard 124-1991. Storage Soler heaters used n canbholan space heat and voter heal applications shall have an Energy Factor (EF) R4O..3 Insulation: Heat loss ton unfired hot -word storage tanks shill be united to a maximum of 9.6 Btu/h/ft2 of external tank surface area fie design ambient temperature shall be no higher thin 65r. 504.2.3 Combination Service (rater Heatng/Sooce Heating Boilers: Service sorer heating equpment shall not be dependent Under Star Protection: Enclosed accessible space under stois shall hove soils under stair surface and any soffits protected on the enclosed side with 1/2 inch (127 mm) gypsum board (RC R302.7) *HERE NEAR-IERT/CAL CUTS (2V.` 1H)ARE UTLIZED hl UNSHORED EXCAVAIKII TIE GEO1EC'dNICAL EN*ER MUST 41Cw7TOtR THE EXCAVAIQY ACRNTY. NEAR- 077CAL CUT* SHOULD NOT BE PERM77ED "V O1hfR THAN DOSE aAaAL S0!S AND NO CASE SHALL IHE OVfRSFEEPENID PORTION OF 7HE CUT DEM fEFT IY HEW ALL TEMPORARY CUM* *1,11 1HE REMANIN'G 91E SOILS OTHER 1/AN NAME DENSE GLACIAL 771 OR AUT#491 MUST BE SHAPED NO STEEPER THAN 1H::1V. CU75 EXCEEDING 7 FEFT uV OVERALL DEPTH 91OlID BE SHORED. 9URFAar #A1ER SHOULD BE ROU1m AROUND 11/E EXCAVATTON BY USE Or SMALL LERIIS OR 9HALL0# *ACES MALNTENANCE Or STABi@l1Y Or THE TEMPORARY CUTS SHALL BE ONGOING RE5POSIMITT OF TIE COVIRAC1011 RUA(OfF COIECIED dV 11E EXCAVAITON 9/0ULD BE PUMPED TO ROCK-f71LED 9/1AP RATHER THAN DWECRY 70 77/E STREET 70 AVIXD SEDIMENT 1RANS'ORT AND DISCHARGE O3< TURBID RUNOFF K+rwhF RE to nFWkb taunt" teprlrAW N*. nE ear a DE WILL Rio1g4itAl IET4 eirN ? of 14L ESIA,�a1wW A AWE REA* a IIDAR RIR ROI a1 RE r , , suBrAct AV) gviEI EI/r-sasnle SThW& �S DE S' $(IL , r, T PAW a MOO At ksriaAnaY a II SM alG .sniE// AaiV, caw SWIM (Ipra711RAame)Misr po ei sERIEVIC ArLEAST dICE EKRYoDER,>X Of 9177f.Y �oYt & lfa rizo k7ER DE WOW si ii4 n4S H ' *mum AID n lYAnn16 FREtam Ode W1aPaAromalEtio0rr..sum* M6T a71RNF WR H. PROW EAi SWAN *awe rloRP 2Aes AS MACES) is cc la oct K erg FREIRV1C'r Oa LE Af1IID sr RE aFottakick OIDOIE I AFRR CO Acrear1E irorfaecrl( E alwo? slat tf)Ew sve)EY DAM AAv PROXY AM EYkuAnli r wAtE ParaPgOrikal♦g*812 ATAmDPD rtag ABIEII DOS Wader* AMY OR rmar42D , ,2 az2Rs smear Alp , . rkntrr RE r ,eURO AAD SW!,GfRA , r G11h�lu & reAn4Gs 4p $ rorkl 15• A RE Ei4lailY AO DIME'S 9aU , , , If nag OF SIPEIERT To LW PAR *411 , r , m 1 heti E IF ' 'AS' Aa a The contractor shall provide a monitoring program to evahtate the pe fomaoce of the shoring system and the impact of the excavation on adjacent mime: es and property. We recommend that horizontal and vertical surrey points be established on me shoring piles and adjacent snuck es. A licensed surveyor should establish the coordinates of the points and read the points at the folowmg times: I) prior to commencing excavatiaa. 2) every other week dung excavation activity. and 3) prior to commencing backfrliing or construction of me retaining walls If deflection of the piles exceeds Y inch then more frequent readings might be required. The results of the pesfotmance monitoring should be supplied to die structural engineer and geotechmcal site mspectot in tabular for to addition ice recommend documenting existing coodttrotts of the adjacent building walls and footings by digital camera prior to commencing excavation and again prior to backfi thug or construction of the walls. This helps protect all parties involved in the process. SMOKE OEIECIION SYS1E11,• Household fire dam systems installed in occadace ;kith NFPA 72 SECTION R314that include smoke dorms, or a canb4otion of smoke detector and ouddle notification device bladed os requied by this section for smoke dams; shill be permitted the household fire dorm system shall provide the same level of smoke detection and dam as requred by this section for smoke dams Ode o household fro homing system is hstdled using a combination of smoke detector and audible notification device(s), it shall become o permanent fixture of Um occupancy and owned by the homeowner The system shots be monitored by an approved supervisbg station and be maintained n occcrdamce with NFPA 72 (ffC 04.2) Exception: there smoke dams are provided meeting the requirements of RC R314.4. LOC'A1Oy.•R314.4 Smoke dams shall be installed in the fallowing locutions a M each sleeping roan. b. Outside each seporote sleeping aeo in the inmedate viaiuty of the bedrooms a On eoah additional stay of the dfteling including basements and habitable attics AND not nduding crawl spoons and uninhabitable attics In dsd/rigs or deling units «th spill -levels and without an nteuanhg door between the adjacent levels; o smoke dam installed on the upper level shall suffice for the adjacent lower /eve; provided that the Iowa keel is less than one huff stay blow the upper level. d SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3' HORIZONTALLY FROM THE DOOR OR OPINING Or A BATHROOM THAT CONTAINS A BATHTUB OR SHOO tUIRESS PIS j ZlWD PEWIT PLAaMfNT OF A 910(E ALARM/ REQUIRED BY .SECTION R314.3 R31422 Alternations Repairs and Additions ONE alternations; repass or addtians requiring a permit occur, or when one a more sleeping roans are added a created in existing dwellings the individual dwe47g unit shall be equpped with smoke dams located as required /a new dwdtngs EXCLPRAYS• 1. ►noel• involving the exterior solaces of dse4ngs; such as the replacement of roofing a sting, or the addition or replacement of windows or door„ a the °dfiticn of o porch or desk, are exempt from the requirements of this section 2 installation, alteration, or repots of plumbing or mechanical systems ore exempt from the requirements of this section (AC R314.31). 04.6 POSER SOURCE smoke alarms shalt receive their primary power from the budding wring wfi&RE such sung is served from o commercial source and 'thee primary power is ntenupted shall receive power from a battery 'king shall be pamaient and without oscvt noting switch other than those railed for over current protectkn. EXCEPITONS• 1. Snake dams shill be permitted to be battery operated when installed in bulldogs without commercial power. 2 SMOYE ALARMS INSTALLED 4' ACCO4DAOIE *111 SECTION R314.22 SHAH BE PER4iT7ED 70 BE BAITARY PO R3147 F]RIE SYS1EM FIRE ALAR11 SY 1E419HAlL BE PERT /I77m TO BE UirD IN LLEU Or WOE ALARMS AND SHALL DOD' *Di .EC1112N R314.n.. R314.7..1 GENERAL 17RE ALARM SY57EM SHALL COMPLY #111/ 11 PROVISION Or TINS COTE AND 1 E HODS TOLD FYr *ARMING EQUIPMENT PROWSOYS OF t1FPA72 SMOKE DETECTORS SHALL BE USED Al ACCORDANCE #71/ UL268 R314.7.2 LOCATION! SMOKE EE7EC7ORS 9/ALL BE "NSTALLED "Y THERE LOCAOS SPECIFIED IY SECAAN R314.3 R314.7.3 PERMANENT RUR, 71113E A HOUSE HOLD f7RE ALARM/ S►S7E1' /S INSTALLED, IT . /ALL BECOME PERMANENT FIXTURE or THE OCCUPANCY, OVINEO BY HOME om'YER R314.7.4 CONB1NAION COIl8INA7KN SMOKE/CARBON OOZE DL7ECRa4S 91ALL BE VALE AlTO BE i LIST ED IN ACCORDANCE ARM * tN LIEU 75 91kMf QE7ECTA4S R3151 c5NERAL CARBONE MONOxfoE ALARMS SHALL COMPLY #11H SECTON R315 R31511 usaVcs CAROL- MGNoxix ALARMS SHALL BE L/S7ED IN ACCORDANCE *71/ UL2011 COWMEN CARBOY M6NO.f7E/SVOI E ALARMS SHALL BE USED IN ACiCORDANCE �IIH U12034 AND (K21Z R315.2 Shere Requred n Existing Whigs CARBONE M0YO,YIAE ALARMS 9/ALL BE PROVIDED IN ACCORDANCE *1119EC71(1 R31521 AND R31522 0521 NEII' CONSTRUCTION CARBONE- OOZE ALARMS SHALL BE PROVIDED 1N DOTING UNTS *ERE EWER OR B07H ON nE FCLLOSING COAVIIICNS EXT. 1. 77E DOEI LIYG Op aN7NS AFT/EZ-CARED APPLAIN ES 2 111E OWING UNIT HAS AN ATTACHED GARAGE #1111 AN OPENING THAT cr4/4/UNLCAIEs Ro 11/E DOLING ONE 315 2 AL7ERNA1ON; REPAYSAND ALXX77CNS */ERE ALTERAIIOYS, RfPARR, OR AODIIIOYS R£OULR/NG A PER1 dr OCCURS OR ODE OW OR MORE SLEEPING ROOMS ARE ADDED OR CREAIED /N EXISTNG DOWNS DERE klDONDUAL DOELiING UNT SHALL BE EQUIPPED *I7H • CARBONE MONOXIDE ALARMS LOCATED AS REQUIRED FOR NE1 f' DONS EXEPTONS 1. $OPK 4Nk4X NNG 77HERE E1112OR SURFACES Or DOLLING ,SUCH AS 7HE REPUQIIENT Or ROOY/S OR SINNG OR PE A(DlON OR REPLACMENT Ar **1 J0%5 OR DOORS OR 7hE WON Or A PORCH OR DEC,, ARE EXAMPT FROM THE REQUIREMENTS O. PIS SEC110 2 INSTA1LA1CN ,AL 1DRA170N �O'R RPO4WS OF PMUMOlYG OR MEaHAN1CAL SYSTEMS ARE EXAIIPT FR * 1HE RE0EJ, 1T* OF TINS SFCIIGNS R315.3 LOCATION CARBONE 40NOXIX ALAR4/S iN DOLING UNV75 SHALL BE mSTALLED OUTSIDE Of EACH 9PARAT SLEEPING AREA IN 71 E IMEDNA1E N(MTY OF 1E BEDROOMS BOOM A CARBONE DE ALARMS SHALL BE "SST T111/1 O4 ATTACIE LBROCII/. RAIPROQEINC NolEs (20/2 UPC SIN *A9INGTON AMMINIOVIS SECf0(313/2) (s�1RwAAI)LER IVIES diDRAIlhfN kf,s 9G4(L BE DEg9 D AND ASIALILD S0 NUT I t OPIDV IG tS dE LER BO N MINIM 1 A We NAT RATS CANNOT ENS? A 81111O11C Br F(410SM DE 97RVIC£ PM RCM 11180X INTO nE BIAIANG(s9C 313122) "N 0? OV Bt9'L11'G %NfRF WANK S NAVE BQN ODE A HALLS FLOORS OR agLOCS FOR TIE PASSAGE OF PPE, SUa7l ceil41U5' 9U1L BE aoso AND PRO1EC1ED BY BE II6TALL4lc1 OF APPROVAL METAL Cx1ARS 9a1N'EzY FASTENED TO 11E ADJOINING S1RJCIG13E SEC31,1 i23) 11.18 $'Asir OIa1hNG 11 FRAI &`D OY.WSIRUC11017D 0?4, L SPACES AT OR 8110,8 FIRST ROAR 9/AU LE PRONGED 8Y 711 aksTALLATTol OF APPROVED METAL COLLARS OR METAL SC/i10 SE..r. Y FASIENtD 70 DE AO.a'I '1V STRUCTURE #111 NO °PANG GEEAIER i' I /1E LEAST to v (SEC 313/24) t RECEIVED CITY OF TUKWiLA APR 2 6 2018 PERMIT CENTER SECTION R3O8 GLAZING R3O81 /denlificalioa Except as ndlcated in Section R3O81.1 each pane of grazing itstaled in hazardous Iodations as defined n Section R3084 shall be provide sth o manufacturer's designation specifythg who applied the designation, desigooing the type of glass and the safety glazing standard with «rich it complies whkh is risible in the that installation. the designation shall be odd etched sandblasted, ceramic -fired, laser etched embossed or be of a type Nhiah once wiled cannot be removed «thou; being destroyed A label shall be permitted n lieu of the mandacturer's designation. Exceptions' 1. Fa other than tempered gloss manufacturer's designations are not requr& provided the budding official approves the use of a certificate affidavit or other evidence confirming compliance ;pith this code. 2 Tempered spandrel gloss is permitted to be identified by the manufacturer with o removable papa designation RJ04/.1 Identification of mutate assemblies Multgane assenb/ks having indivldrd pones not exceeding 1 square foot (Q09 m2) n exposed area shall have at least one pane in the assembly identified n accordance wllh Section R3081. All other pones n the assembly shall be labeled 'CPSC 16 GTN 1201 " or 'Os/ Z97.1 " os appropriate. R3082 Louvered windows or jalousies Regular, float, wired or patterned glass in plousyes and louvered windows shall be no Minna- than nand 3/16 nth (5 min) and no longer than 48 inches (1219 mm). Exposed gloss edges shall be smooth. RJ082.1 $ed doss prahbited s, R3083 Human impact loads Indlidud glazed areas ndudng doss mirrors ih hazardous locations such as those indicated as defined a Section R3084, shall pass the test requirements o1 Section R3083..1, Exception: oozing not in doors a enclosures for hot tubs; whi/pools somas steam rooms, bathtubs and shore's shall be permitted to be teste n ocardance with AN9 Z9Z1, Gazing shall comply with the test audio for Class A unless indcated in Table R30831(2), R3084 Hazardous locations The locations specified in Sections R30841 through R308.4.7 shall be considered specific hazardous locations for the purposes of glazing R30842 Gazing A0Ala)T TO door. Glazing n ley AN NOMINAL AL fIXED OR OPERABLE PANIC( ADJACENT 10 A DOOR SHALL BE CO'S9O'TID 10 BE A HAZARDOSE LOGIION..SHERE TTIE 8o17r4/ EXPOSED EDGE Of PE GASSING t5 LESS THAN 60' ABOVE 7HE FLOOR OR *ALK/NO 9IREFACE AND IT 4lE£15 E]DER Or 77/E FaLO'k'G CmN01K,NS• I. 'Olaf 1E aASS7N'G /S *171N 24' Or E77HER 9D£ Or THE DOOR IN 11E PLANE OF TIE NA aoSE PO9ix* 2 SHBE 61..ASSMIG /S lY A FALL PERP£NOCULAR 10 1HE PLANE OF 71E DOOR /N A CLOSE P09777 N AND *171IN 24' Or THE HIN6 SIDE Or AN IN-S K1C DOOR, on. Exceptions' 1. Decorative glazing 2 #heRE there is on intervening welt a other permanent bond between the door and the 0/119 ere access through the do' is to closet a storage area 3 feet (914 min) or less n daprn. Glazing in this applkotion shill comply with section R3084.1 4. Glazing that is adjacent to the Axed pond of patio doers R30843 gozng n windows Oozing in on ndiduol fixed or operable panel that meets all of the k/Iowhg coalitions shall be considered o hazardous location: 1. the exposed area of at kidlike' pone is lager than 9 square keel (0.836 m2); 2 The bottom edge of the gPozng is less than 18 inches (457 mm) above the floc; 1 The top edge of the glazing is mare than 36 itches (914 arm) above the floor, and 4. One or more walking surfaces ore SIthn 36 inches (914 mm) measured horizontally and in a strofdht line of the glazing R3O445 Glazing and wet surfaces. Oozing in walls; enclosures or faces containing or facing hot tubs, spas an/pods, saunas; steam rooms, bathtubs shakers and indoor a outdoes swimming pods where the bottom exposed edge of the glazing is less then 60 inches (1524 arm) measured vertically above any stardng a walking surface shall be considered o hazardous locotfcn, this that apply to single glazing and ad' panes in mutate glazing Excepan: paring that is mae than 60 inches (1524 arm) measured horizontally and in a sfroight /ine; from the word's edge of a bathtub, hot tub, spa, whi/poa; a sw4nng pod. R3084.6 going odpcent stars and ramps Glaring while the bottom exposed edge of the glazing is less than 36 inches (914 arm) above the plane of the adjacent Striking surface of stokSays kndhgs between Nldhts of stairs land ramps shall be considered a hazardous location I Exceptions. V. rjhe, o rod is installed on the accessible side(s) of the glazing 34 to 38 inches (864 to 965 117607 m 1'U'CWt1d`/4'a�� 7e walking surface the rod shill be capable of withstondng o horizontal load of 50 Ihearfool (730 N/m) without contacting (he glass and be o minimum of 11/2 holies (38 arm) n cross secliond height. 2 gazing 36 inches (914 arm) a more measured horizontally tan the *Ail surface R3084,7 Oozing adjacent to the bottom s(a0 landing Gazing odpcent to the lancing at the bottom of a stoiwoy where the gazing is less than 36 inches (914 arm) above the landing and within 60 inches (1524 mm) HOZIST,NTAL ARC LESS 11MN 180 DEGREES fRC 1 TIE BOITaII THREAD NOSING SHALL BE CCOSIDOED 10 BE A HAZARDOUS LOCATION Exception• The g'amg is protected by o guard complying with Section R312 and the pkne of the gloss a mare than 18 inches (457 arm) from the guard Orr Ql)-)- ArchStudio"Y.SHADYRYA" 22420 6th PL W BotheII,WA 98021 T.206-240.7329 MATEVOSOV RESIDENCE TUKWILA,WA 98178 GENERAL NOTES(cont.) DATE:10/16/2017 2017_37HA city review 1 02.12.18 A02.1 65'-0' HOUSE ADDITION . EXISTING HOUSE R.V. �V h FN30"X3010", TIP. NOTES " I .L 10'-4" 8'40' 20'-1 72' R,L II 9'-10" ik11 u 0 n t'l- IL III I I „/ II R. Y N 1Ls- -k, 0 O?A1kSPAC>i ',- o c1 MH 18�'BEL J�ISi 1 a MN. 12' BELOW BEAMS PROVIDE '.* ! • NQ_CQ .fR LAP SEAMS /'. II t\._ 1I7 dl Jo LUS28 HANGSTIP. ./ASTS I-BEAM41.000?- FASTEN EX1snNG LEDGER TO HOUSE )]/ %'d LAC SO?E►jS s I 8'AC AND 10d NA/L.5_(2) R0$5 STRAGGER O 6'O.C. r 7-8/2' 111 (4)PT 4X4 POST 2 L 100 c OIS 12'Ti4XTEND TO END. FALLS. ‘ t ---.-1 1 jJ1 r ;,. o L h5 L 1—* 1 ` / u 0 h I I c.N'__ r II w �i� I I I I 30L5 7'' 58'-31/2' I ---I.I • 11-1 • M/N.187x24" 1 \SPAEACESS 6' 1'--2' • 4" CONCRETE . 2AB 10 MIL V.8 * 0/ GRAVE ALL 4' MN OF FREE DRAINING CRUSED ROC( /4 BAR 024'0.C. 24'x8' CONC. PAD, TIP. U.N.O. 4x4 P.T. POST (4x6 P.T. POST AT BEAM BREAKS), TIE TO PAD 1/ S/MPSON A35 7'-0 1/2' h 6'-6 1/2' 7 -� 12'X12'PIER & 30'x30' N 8Y1271/K FTG j'//4 BARS L — J -,k 06'0.. C. EA WAY W/C866 POST BASE FAR PT6X6 POST 2'-71/2" CONTINUOUS FOOTING EDLE OF SLAB) FN18"X1010;T1P. -x /.11114LLLl l l,Fior L_ (3)PT 6x6 POST (2)PT 4X4 POST 7' o' 16'3' ai l 6' 1'-2" 2'-7 1/2' 6'-8 1/2' EXITING CONCRETE PAD. FOR CALCULATIONS : WOOD FRAME CONSRUCTION PRESCRIPTIVE METHOD STORIES ABOVE BRACING WALL=0 METHOD OF BRACING PERMITTED: 1-8, CONTINUOUS SHEATHING METHOD- CS-WSP PERCENTAGE OF FULL -HEIGHT BRACING PER WALL LINE: 16% MAXIMUM SPACING BETWEEN BRACED WALL: 35' 7'-0 1/2" VERIFY T d ►`N I r&A 1 ►OVA ).' r A concrete encased grounding electrode is NEC 250.52 Grounding Electrodes required in gllinew concrete footings. The electrode shall consist lof at least 20 feet of %" or larger reinforcemelhtl bar or Bare copper conductor not smaller thah l 4 AWG, and shall be located horizontally 'within that portion of a concrete foundation dr lfooting that is in direct contact with the earth & ntased by at least 2" of concrete. (NOTE: 204fgot rebar shall be one continuous piece tied alongside any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. R602.10.4.1.: THICKNESS OF WALL BRACED PANEL 3/8" " Prior to requesting a footing inspection, the Geotech CONNECTION CRITERIA: 6d COMMON (2"X0.113") NAILS AT6" SPACING (PANEL 1 engineer of record shall verify the soils condition and EDGE) AND 12" SPACING ( INTERMETIALE SUPPORTS) OF 16GAX 1 /y provide an inspection report prepared and signed by the 3/4STAPLES: 3" SPACING (NANEL EDGE) AND 6" SPACING (INTERMETIALE r Geotech engineer. Geotech report shall v(:rd / that soils SUPPORT) / conditions including compacted fill shall satisfy BRACES WALL PANELS LINE WITH CONTINOUS SHEATHING SHALL BE 7 specifications as outlined for footing/foundation FULL -HEIGHT WITH A LENGTH BASED ON THE ADJUSTING CLEAR OPENING ' construction. Geotech engineers report shall be HEIGHTIN ACCORDANCE WITH TABLE R602.10.4.2 presented to the building inspector at time of footing eACH BRACED WALL PANELSHALL BE AT LEAST 48" IN LENGTH, COVERING A • 'inspection. NMINIMUM OF THREE STUD SPACES WHERE STUD ARE SPACED 16" ON CENTER 21'-5 1/2' 6'-6 1/2' 65'-0' 1. PLANS SHOULD BE REkE$ED BY ALL SUBCONTRACTORS PRIOR TO STARTING CONSTRUCTION IF DISOREPANCES EXIST PLEASE CONTACT ARCHITECT OR 0 REST ON HRM UNDISTURBED EARTH #111 MINIMUM REFER TO SOILS REPORT . 3 CRETE CI'PRESSIVE STRENGTH F'C = 3,,000 PSI, GRADE 40 REINFORCEMENT 4. ALL $t7A0 /N CONTACT WITH CONCRETE MASONRY, EARTH, CW EXPOSED TO OTHER SHALL BE PRESSURE TREATED 5. VERIFY ALL DIMENsICWS AND REED CONDITIONS 6. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL All PERiMANENT CONNECTIONS AND S1F3EN/NGS NAPE BEEN INSTALLED. 7. ALL ISOLATED SPREAD FOOTINGS TO BE 24 "X24'X10' $11H (3)/4 BOTTOM EACH *AY TYPICAL U.N.O. 8 CONCRETE PROTECTION FAR REINFORCEMENT. A. J. CAST AGAINST EARTH. B. 1 1/2' EXPOSED TO EARTH OR ►f£ATHER. C 3/4' NOT EXPOSED TO EARTH OR $FATHER. 9. METAL FRAMING CONNECTORS STORED ARE MANUFACTURED BY THE SMPSAN COMPANY. SEE LATEST CATALOG EDITION. INSTALL PER SPECS USE ONLY EQUIVALENT SUBS1171I170WS 10. ALL METAL CONNECTORS SUPPORTED BY PRESSURE TREATED MATERIAL SHALL BE WAX' (G185 HOG PER ASTM A653) OR EQUIVALENT AND FASTENERS SHALL BE PER ASTM A15.3 11. ALL FRAME NAILING TO COMPLY 111111 TABLE R6o2.3(1), 2012 L.R.C. BLOC( ALL APA RAZED SHEATHING EDGES AND NAIL BOTH 10d AT 6' O.C. TYPICAL, U.N.O. ON SHEAR *ALL SCHEDULE NAILING INTO PRESSURE TREATED MAIER/AL SHALL BE HOT -DIP GALVANIZED PER AVM A153. 12 PROVIDE 14'X7' FOUNDATION VENTS #)H 1/4' CORROS'CN RESISTANT *RE MESH FOUNDATION VENT CALCUMAR* TOTAL CR4$f SPACE AREA; 883 SF. VENT AREA REQ'D.' 883 SF./150=5.89 SF. (ASS2/ME.51 SF. NET VENT AREA PER PENT.) N0. VENTS REO'D.: 589 SF/51=11.54=12 JOTS INSTALL fND. VENTS IN RIM JOISTS 01HEREVER POSSIBLE. INSTALL AT LEAST ONE VENT *THIN THREE FEET OF EACH BUILDING CORNER /F PRACTICAL LEGEND INDICATES POSTS OR 2x6 STUDS 16' 0/C ON P.T. 2i6 SILL 111111 R. K ABW OR WSP INDICATES NEW CONCRETE STOKE i r, INDICATES HOLDO$NS SEE SHEET S1 FOR 2H01D-DO► IL SCHEDULE INDICATES RIM VENTS LOCATION 4X17 INDICATES STRUCTURAL PANES SEE SHEET A01 AND AD1 FOR NOTES ti 04?-- Q FOUNDATION PLAN w scale 1 /4 1 -0„ RECEIVED CITY OF TUKWiLA APR .) 6 am �.lJ PERMIT CENTER f ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 TUKWILA,WA 98178 s FOUNDATION PLAN DATE:10/16/2017 2017_37HA city review 1 02.12.18 A04 CZ. , , 30'S1/2' rem 6'- 8'-3 1/2' 2'-8' 4'-6' LILJ 050T2626 OR 65'-0' HOUSE ADOIIION 6'-81/2' i3 N. N STRUCTURAL WALL BY BEDROOM /1 CARPET 8'-5 1/2' 4'-5 ao 'c. 0 y O Tti jr" POWDER/LAUNDRY FAN 28 0 /2' 28 R&S R&S TRI 8'10' let i BEDROOM/2 CARPET/ / 8'-3 1/2' © 4.22"x34" 50 ATTIC SPACE /I\ i N SEAT ROOM CARPET ADU=762sgF B£AM/HDR/1- 6X12DFf2 60'SLOR DR I\ /1 1 \/ I/ \I ic__y /0 41 4 10 DRYER ►'ENT:2015 PC 4115024.5 LENGTH ADENTIRK'AI70W. *ID E TILE EmAUiT DUCT IS CONCEALED *14 THE BUILDING CONSTRUCTION THE EQUIVALENT LENGTH Cr 1NE EXHAUST DUCT SHALL DE DOMED AN A PERMANENT LABQ AR MG TIIE LABEL O4 TAD SHALL BE LDCA1IV ►�IIHAN 61I(1829mm) OF THE EXHAUST DUCT CAI91ECT/AN o O O M/N.18"x24" CRAM SPACE ACCESS REF /O\ 100 FAN / 6 \ LSTA2 \ PORCH \ CONC. \ m / HU6121F \ zazz.%%////l.•''//////////////////////////////////////% %i%/////%/////////%//, oo ram HU6127F 12'-11' r�• 1' 31/2' PROVIDE 36"GUARDRAIL, IF DECK MORE 1HAN30"A801€ THE GROUND PT 6x6 POST EPC6Z-COLUMN C P CB66-COLUMN BA COVERED DECK 371sgF F7X'1660 3'--6' 5 =MI %///////////////////////////%i iz r,' 5=4" i,!/1/ .� IC FIX 1660 9'-3' 17'-6 1/2' PT 6x6 POST f0L86X12 C866-COLUMN BASE 30'-51/2' r•• PT 6x6 POST EPC6Z-COLD N CAP CB66-COLD N BASE CLB6X12 PORCH 15'-5 1/2' 6'-6 1/2' C'• GARAGE HOUSE SEPERATION.• NNE GARAGE 9/ALL BE SEPARATED FROM WE RESIDENCE AND /ls ATTIC AREA BY NOT LESS THAN )%INCH GYPSUM BOARD APPULD TO THE GARAGE SIDE ARE TAPE. HABITABLE ROOMS ABOVE BY NOT LESS THAN yT THIN\EYE X GYPSUM BOARD OR EQUIVALENT - ARE TAPE. --*/ERE 7HE 2-PARR/AV-IS -A-FLOOR-GASSEMBLY, THE S C1URE SUPPCWTINC THE SEPARATION SHALL ALSO BE\PR01ECTED BY NOT THAN I -INCH GYPSUM BOARD OR EQUIVALENT - ARE'APE OTHER OPENINGS 8EMETN THE GARAGE AND RE&TDENC{ SHALL BE EQYJIPP£D \ WITH SOLID OD DOORS NOT LESS THAN 1-3/8 INCHES THICKNESS SOLID A?,\ HONEYC0418 CORE STEEL DOCIRS NOT LESS TITAN 1-3/8 IN THICK, AR 20- AWE ARE -RATED DOORS (SECTION R309). AB 2X6 £ • i1 6X12DF 2'-9' 2 CAR GARAGE 4" CONC. SLAB #4 BAR 0 24'O.C. GARAGE DR 16080 HU6121F PT 6x6 POST {{RAPPED PC6,EPC6Z AL TERNA 7T VE BRACED WALL PANELS (ABW): EACH PANEL SMALL BE A 1//N14/1112'-8' IN LENGTH 1117/ A MAX/4/UM NEWT CF 10 FEET. EACH PANEL SHEATHED ON ONE FACE 1117/ MIN. 3/8' THICK PLYj{VO0 *I1H ALL EDGES BLOCKED. IN ACCORDANCE *I1H TABLE 23-1-1-0. A MINIMUM OF 2 ANCHOR BOLTS' INSTALLED PER .SECTION 1806.6 EACH PANEL BIND SMALL HAVE A 11E--D0,01 DEVICE APPROVED FOUNDATION CONITNUOUS ACROSS ENTIRE LENGTH CF BRACED H11N NOT LESS THAN ONE /4 BAR TOP AND BOTTOM 16 -0' EXISITAG CONCRETE PAD 1 SHOP rzf 2'-9' EXISTING HOUSE -EXISTING HEAT PUPM UNIT PAO EXISTING AREA MAIN FLOOR 2310 sqF ADDITION AREA: MAIN FLOOR -ADU =762sqF GARAGE 722 sqF PROPOSED AREA: MAIN FLOOR 3072sgF GARAGE 725 sqF R8AS.1 If1VTIATT0W REQUIRED. ENG'LO.SED ATRCS AND 6NLY05ED RAFTER SPACE FDS4IED *ERE MRCS ARE APPLIED DIRECTLY AROUND SIDE OF ROOF RAFTERS SHALL HAVE CROSS VENBLABc11 OF EACH SEPARATE SPACE BY 071LAI1IG OPENINGS PROTECTED AGAINST 7HE ENTRANCE OF RAIN CR SNOW 000 A°FlO S SHALL HAYS AT LEAST DIMEN9Al 1/16" 4071IN AV 1/4" MAT74/uM 01I1ADNC OPENINGS HANG AT LEAST D141fNSTCW --LARGER THAN 1/4" sto LIE-PROI(ID r' CCRROSKN-RESISTANCE SIRE CLOTH SCREENNQHARDWARE CLOTH, OR 51) L,EAR MATERIAL KITH OPENINGS HANG A LEAST A/EN90/I OF 1/16" 4l'MUM AND 1/4" M014/u41. OPENINGS IN ROOF FRAMING 4101,11BERS SHALL CONFORM TO THE REQUIMMINTS C ' SECTION R802Z REQUIRED VENTILATIDN OPENINGS SHALT CPO DIRECTLY TO THE OUTSIDE AIR. 6'-6 1/2" 34'-6 1/2' NOTES MATERIALS: 1. ALL EXTERIOR WALLS SHALL BE 2x6 H/F//2 OR BETTER 016'O.C.(U.N.O.) 2. ALL INTERIOR WALLS SHALL BE 2x4 H/F/f2 OR BETTER ®16"0.C.(U.N.0.) 3. HEADERS (2)2x10 HFj2 (U.N. a) 4. ALL FRAMING HARDWARE TO BE "SIMPSON. OR EQUAL. 5. WALL STUD HT MIN. REQUEREMENTS.• SUPPORT ROOF ONLY: 10' OR LESS 2X4 016 "O. C. REQUIREMENTS 1. FRAME BOTH STRUCTURAL AND NON-STRUCTURAL DOOR AND WINDOW ROUGH OPENINGS ABOVE RELATED SUB -FLOOR AS FOLLOWS (U.N.0): FOR 10' i'/" >, FRAME AT 7 '-103/4' FOR 9'4/$ >, FRAME AT 6'-10 3/" 2. PROVIDE SOLID BLOCKING AT ALL BEARING WALLS. 3. PROVIDE (2) 2XPOSTS IN WALLS UNDER POINT LOADS FROM UPPER FLOOR OR ROOF AS INDICATED ON PLAN (U.N.O.) 4. ALL PLATE HEIGHTS PER ELEVATION. 5. INSULA IE PER SCHEDULE. 6. ALL ANGLED WALLS ARE 45' Z USE FULL LENGTHS (BALLOON FRAME) AT VAULTED CEILINGS. 8. CONCRETE STEM WALLS TO EXTEND 8" MIN. ABOVE FINISH GRADE. INSTALL SIDING 6" ABOVE FINISH GRADE 9. PROVIDE FIRE BLOCKING AS REQUIRED. 10. PROVIDE SHOWER W/WATER-PROOF TO A MIN. OF 72" ABOVE DRAIN INLET. PLACE WATER -PROOF BACKING TO SAME HEIGHT OR GREATER. 11. HANDRAIL AT STAIRS TO BE 36' ABOVE FINISH NOSING 12. BALUSTRADES TO BE SPACED SO THAT A 4' DIAMETER SPHERE DO NOT PASS. 13. GUARDRAIL SHALL BE *36" ABOVE FINISH FLOOR 14. EXTERNAL SOURCE OF COMBUSTION AIR REQUIRED FOR FURN. & HIT. 15. USE 2X6 INTERIOR WALLS WHERE DRAIN & WASTE PIPES ARE USED. 18. ATTIC ACCESS HATCHES TO BE INSULATED EQUIVOLENT TO THE WALL, CEILING OR FLOOR IT FALLS lN, AND SHALL BE WEATHERSTRIPPED. 19. 110 VOLT SMOKE DETECTOR WI7H BATTERY BACK-UP AND INTERCONNECTED 20. ALL FRAME NAILING TO COMPLY WIN TABLE R602.3(1), 2015 I.R.C. BLOCK ALL APA RATED SHEATHING EDGES AND NAIL WITH 10d AT 6' 0.C. TYPICAL, U.N.O. ON SHEAR WALL SCHEDULE. NAILING INTO PRESSURE TREATED MATERIAL SHALL BE HOT -DIP GALVANIZED PER AVM A 153. 21. ALL METAL CONNECTORS SUPPORTED BY PRESSURE TREATED MATERIAL SHALL BE "ZMAX" (G185 HOG PER AST4/ A653) OR EQUIVALENT AND FASTENERS 22. PROVIDE FIRE BLOCKING AT ALL PLUMBING PENETRA71ONS AND WALL/ROOF INTERSECTIONS PROVIDE 2X6 BLOCKING BEHIND ALL BARS, RINGS & HOLDERS WALL STRUCTURAL PANELS ►{HEN A WALL STRUCTURAL PANEL IS USED CW A WALL/PANEL PL41000/058: 3/8'1HK X4' X 8: (1) PLACE HOLD-DO$tIS AT EACH END OF THE WAIL/PANELS (2) USE DOUBLE STUDS AT SHEATHING EDGES (3) RUN HEADERS AT LEAST 24' INTO WAU/PANEL RECEIVE D CITY OF TUKWILA A APR 26 2618 PERMIT CENTER LEGEND DENOTES PASTING UNDER CONCENTRATED LOADS PROVIDE POSTING THE *NH OF STUD WALL X BEAM 11D1H 111H EITHER SOLID ►{000 POST O4 MULTIPLE 2x STUDS TYPICAL, U.N.O. 110 VOLT SMOKE DETECTOR INTERCONNECTED, AUDIBLE N ALL OCCUPIABLE AREAS it/ SAINT BAP( -UP. 50 Cal EXFIAUST FAN VENTED TO OUTSIDE. CARBON 4loN0.1DE DETECTOR ' INDICATES HOYD-00#1,, SEE SHEET S-1 WALL STRUCTURAL PANELS, NAILING SEi AQ _ _ ALTERNA11VE BRACED WALL SEE AD2 pMAIN FLOOR PLAN " scale 1 /4"=1'-0" r •. ABW OW OW - ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 MATEVOSOV RESIDENCE MAIN FLOOR PLAN DATE:10/16/2017 2017_37HA city review 02.12.18 A05 OafRAW IE SHEATHING 7/16" OSB APA RATED SHEATHING SPAN NAIL PANEL EDGES WITH 8d N 41L ©6" O.C. AND 12" O.C. AT INTERMEDIATC DUPPOP.TS 2X6 RAFTER CO 24"O.0 NAIL TO 41X8 (FLAT) NAILER NAILER SET OT TOP OF THE S -EATING NAIL RAFTER (2) 16d TOENAIL Ear SIDE. 0.5 0 4.4:12 NOTES 1 PLANS SHOULD BE RENEWED BY ALL SUBCONTRACTORS PRIOR TO STARTING CONSTRUCTION! IF DISCREPANCIES EXIST PLEASE CONTACT 0#IVER/CONTRACTOR. 2 ALL HEADERS TO BE 4X10HF/2 OR (2)2x10 HE,Il--f1R /2, TYPICAL, U.N.O. NAIL TOGETHER w/ 16d O 16' 0.C. TOP AND BOTTAII STAGGERED. 3. ROOF VENT CALCULATION' SEE CHART THIS PAGE 4. ROOF PITCH TO BE 4/12 1w.. 5. ROOF OVERHANG AS NOTED 6. PROVIDE VENTED BLOCKING AT EAVES Z TRUSSES SHALL CARRY IIFG STAI lP AND SHALL BE INSTALLED AND BRACED PER IIFG. SPECIFICATIONS DO NOT ALTER H117/01.IT PRIOR BUILDING DEPARIIIENT APPROVAL OF ENGINEERING CALCULATIONS DESIGN DETAILS AND DRAWINGS SHALL BE ON SITE FOR FRAMING INSPECTION. 4.4:12 TRUSSES O24'0.0 8. CONTRACTOR TO VERIFY LOCATION OF ALL ROOF SUPPORT BRACING AND POSING AND PROVIDE ADEQUATE BEAIIING TO FOUNDATION. 9. BUILT-UP 2X HIPS; VALLEYS AND RIDGES NAIL TOGETHER W/ 16d O 16" 0.C. TOP AND BOTTc,/ STAGGERED AND (2) 16d AT ENDS AND SAUCES 10. BRACING OR POSING' (2)2X6 UP TO .9.-0", (3) 2X6 UP TO 15. 0' PROVIDE (2) .94IPSON A35 fRAII/NG ANCHORS AT BOTTaIII AND (1)CS16 X 12' STRAP AT TOP. 11. ALL ROCS" COVERINGS 9/ALL GOITRE r #I111 THE PROVISIONS /N CHAPTER 9, 2015 I.R.C. P 6x10 HFi2 Lki n c I A carte D tlfr vor r to EmiC 4PA ufE HOUSE ADDITION EXISTING HOUSE 0?- PROPOSED DojjN SPOT TIE TO EXISTING LWAINGE UNE D.S 4x10 Df/, r &OS r MOD WW111=o 1 ROOF PLAN scale N.T.S. ATTIC VENT CAL'S E-RS AREA TOTAL VE7VT 1 AREA READ NO. OF VENT &C1(S VE 2 PROVIDED OF RRO 4 VENTILATORS REQUIRED GABLE k f yT TOTAL VENT AREA PROPOSED (sa FT.) (so.. FT.) / ' 'VENT OT (S0. FT) (90. FT) ® 762 5.08 29 1.427 5 0347 1.735 20 5162 1. TOTAL VENT AREA CALCULATED AT 1/150 OF TOTAL ATTIC AREA. 20.0492S0. FT. NET FREE VENT AREA PER (i)210 OT BLOCK 0.125 SO. FT NET FREE VENT AREA PER UN. FT. 4 0. OF ROOF VENTILATORS 0347 S0. FT. NET FREE VENT AREA PER ROOF JACK) 6 Q _ _ _ _ _ _ _ L r -1 PROPOSED DO#N SPOT I TIE TO DOSING [RA/NE LLNE II II II E- LEGEND 0 as D0$tPour LOCATIONS ® ROOF VENTILATORS (38 SQ. IN OR .347 SQ.f7. EA.) ..,r.r • RE.c' IvEL crri OF TUK'WILA APR ^ PERMIT CENTER "ROOF PLAN scale 1/4"=1'-0" ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 MATEVOSOV RESIDENCE TUKWILA,WA 98178 ROOF PLAN DATE:10/16/2017 2017_37HA city review 02.12.18 A06 _4/AIA FLOOR ELEV. 171E GARAGE SMALL BE SEPARA1ED FROM THE RESIDOCE AND ITS AMC AREA BY NO LESS THAN 1/2 INCH G. *.B. APPLIED TO 1HE GARAGE SIDE. LIWNC AREAS ABOVE THE GARAGE .SHALL BE SEPARATED FROM THE GARAGE 1#7H N0 LESS 1HAN 5/8 INCH TYPE X C.WB. ALL SUPPORI/NG S111UCTURE SHALL BE PROTECTED BY NO LESS THAN 1/2 INCH G *8 GARAGE 1 * 10 ml' POtYETI/YZENE VAPOR RETARDER 011H JOINTS LAPPED OVT LESS 1HAN 6' (152mm) SHALL BE PLACED BEMEEN 171E BASE COURSE OR SUBQRADE AND CONCRETE FLOOR SLAB. 01HER APPROVED EQUIVALENT METHODS OR ,MA1ER/AL SHALL BE USED TO RETARD VAPOR 1RANSIIIS3'&OV IN ACCORDAd1E IN GE0IECH REPORT N I L BEAM PER PLAN E=►NNDO* EE'1S11NG HOUSE skoz Op /EXlSTJN PORCH PT 6X6 POST GARAGE -HOUSE SIPERATIO ,, VERIFY 1HE GARAGE SHALL BE SEPARATED FROM 171E RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y-INCH GYPSUM BOARD APPLIED TO 171E GARAGE SIDE ARE TAPE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARA1ED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS 17IAN 5/8-INCH TYPE X GYPSIU*I BOARD OR EQUIVALENT - ARE TAPE !MERE 1HE SEPARATION IS A FLOOR -CEILING ASSEMBLY, 1HE STRUCTURE SUPPORTING THE SEPARA110N SHALL ALSO BE PROTEC1ED BY NOT LESS THAN J4-INCH GYPSU4l BOARD OR EQU/YALENT - ARE TAPE OTHER OPENINGS BE1NEEN THE GARAGE AND RESIDENCE 9/ALL BE EQUIPPED #1171 SOLID ► 00 DOORS NOT LESS THAN 1-3/8 INCHES /N 1HI(XNESSi SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS 1HAN 1-3/8 INCHES THICK,, OR 20- MINUTEE ARE-RAIED DOORS (SECTION R309). ALL EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE FLASHED A T THE HEAD WITH MIN. /26 GAUGE CORROSION -RESISTANT METAL. BUILDING PAPER TO BE LAPPED OVER HEAD FLASHING, TYP. USE "MO/STOP E-Z SEAL" AT PERIMETER OF DOOR AND WINDOW OPENINGS. INSTALL PER MANUFACTURERS RECOMMENDA 1TONS AND IN ACCORDANCE WITH /RC FLASHING AND COUNTER FLASHING TO BE MIN. 26 GAUGE OF CORROSION -RESISTANT METAL, AND SHALL BE INSTALLED /N COMPLIANCE FLASH AS INDICATED AND REQUIRED. FLASH ALL ROOF PENETRATIONS CROSS SECTION A -A scale 1/4" = 1'-0" ASSEMBLIES ROOF CONSTRUCTION; *COMPOSITION SHINGLES INSTALL PER MFR'S SPESIFICATIONS; *30# BUILDER'S FELT; * 1/2" SHEATHING * TRSUSES 24"0.C.; * 5/8" GYPSUM WALL BOARD; * VAPOR BARRIER- PVA PRIMER; * INSULATION PER SCHEDULE; * CARDBOARD BUFFLE AT ALL EAVES, RIDGES, AND WALL VENTS TO MAINTAIN 1" CLEAR AIR SPACE ROM ROOF SHEATHING- SEE DETAILS. WALL CONSTRUCT I O N * SIDING PER ELEVATIONS; * 7# BUILDERS PAPER OR 60 MIN. PAPER; * 2X6 WALL STUDS AT 24"0.C. AT EXTERIOR U.N.O.; *2X4 WALL STUDS AT 16"0.C. AT INTERIOR U.N.O.; *SOLID WALL SHEATHING AS PER SHEAR SCHEDULE; * INSULATION PER SCHEDULE; * 1/2" GYPSUM WALL BOARD; * PROVIDE 15# FELT 0 CORNERS; * PVA PRIMER - ALL WALLS FLOOR CONSTRUCT ION * FINISHED FLOOR PER PLANS AND SPESIFICA11ONS; * 3/4" TONGUE -AND -GROOVE PLYWOOD SUB -FLOOD GUIED AND NAILED; * 2X10 FLOOR JOISTS & TJI PER PLANS; * INSULATION PER SCHEDULE RECEIVED CITY OF TUV II A AP .. 1 6 2018 PERMIT CENTER WEST ELEVATION scale 1/4" = 1'-0" CO->- ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 W U Z W 0 LU 0 0 H 2 co O p. J co 6 1 a) a 1Q c0' as a) aN al H SECTION A -A. WEST ELEVATION DATE:10/16/2017 2017_37HA cie 1 02.12.1tyreviw8 A07 ELEVATION NOTES 1.ALL EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE FLASHED AT THE HEAD WITH MIN.#26 CAUSE CORROSION -RESISTANT METAL BUILDING PAPER TO BE LAPPED OVER HEAD FLASHING, TYP. USE "MOISTSTOP E-Z SEAL" AT PERIMITER OF DOOR AND WINDOW OPENINGS INSTALL PER MANIFACTIRERS RECOMENDATIONS AND IN ACCORDANCE WITH IRC; 2. FLASHING AND COUNTER FLASHING TO BE MIN. 26CAUCE OF CORROSION -RESISTANT METAL, AND SHALL BE INSTALLED IN COMPLIANCE WITH IRC; 3. FLASH AS INDICATED AND REQUIRED. FLASH ALL ROOF PENETRATIONS; 4. ALL ROOF VALLEY FLASHING, STEP FLASHING, WALL ROOF FLASHING SHALL BE GAKVANIZED OR 160Z COPPER. No COPPER FLASHING SHALL BE IN CONTACT WITH OTHER METAL. IF CONTACT CAN NOT BE AVOIDED USE PERM -A -BARRIER AS AN ISOLATOR PROVIDE FLASHING WITH DRIP STRIPS ABOVE ALL WINDOWS AND DOORS; \\ \\ /i \\ .VL PROPOSED TAMERS, 5d.' TRIM TD YA104 E70sRNc 6X120LB 4X4 DVAGANL BRACE 6X1ODF/2 /i // \ / \\ / i \\ /1 \\ i/ / \\ /7 \\ i/ _\/ L ALL ROOF VALLEY FLAMING, STEP FLAMING, FALL ROOF FLAMING MALL BE GALVANIZED OR 16 oz COPPER. NO COPPER FLAMING SHALL BE 1N CONTACT With OTHER METAL. IF CONTACT CAN NOT BE AViADED USE PERM -A- BARRIER AS AN ISOLATOR 6x16 DF/2 USE PRESSURE IREAIED PLYVVGD GROUND RATED FRAMING MEMBERS FAR (2)POST 4'X4; $RAP 10X10 USING PT LUMBER & PL40 D SOUTH ELEVATION scale 1/8" = 1'-0" HOUSE ADD/AON EX/SANG HOUSE \ RECEIVE: CI-FY OF TUKWILA APR%62018 PERMIT CENTER < HOUSE ADDITION IBEX/SING HOUSE — — — ADDITION SOUTH ELEVATION scale 1/4" = 1'-0" 3 0IY- bu7- 2017_37HA city review �02.12.18 0 MAIN FZOOR TOP PLATE &/DING ro MATCH EXISTING y2" I,DX al) OR 1/2 OSB. A.P.A RATED 71 BLDG. FELT 2X6STUDS O16`O.0 MAIN FLOOR SUBROOR TIE D.S TO Srs1E4l NDEPENDENTOF FX11NG ORA/N n£ E. TO X/SY G ST ATER DRAINAGE 4'OCONT. PERFORATED PIC fILTER F RIC BUURr N�FREE DRAINING GRAVEL TIE TO EXISTING DRAINAGE LINE his.......tt......mt..t.ttv.v.nvem. cribm .o ;.•.•.•.•.••.e.••.••.e•.•.• ••.••.•.••••.•.•.•.••.•••.•.t.•.•. •.•.•.••.•.•.•.:. <EXIS17NG HOUSE R - 49 BATT INSULATION BLOCKED TO ALLO$' FOR AIR 3/4 ` T.G PL ARDOX et GLUED TO ENO. 2x10 HF / 2 016'0/C TIE D.S: TO 'AncI1ZJNE CV* SPACE 6 MIL BLACK VAPOR BARRIER EXTENDED TO FDN WALL HOUSE ADDITION > R-30 STS 4X10 DF/2 4X4 POST CONC. PAD PROPOSED GUTTERS, SIDING, TRIM TO MATCH EXISTING DEC( GABLE END TRUSS' CROSSBUILDING SECTION B-B scale 1/4" = 1 -0 USE A BEAD OF GE XST EX1Rt1E PAINTABLE SILICONE 1/ OR EQUf1 ARaINDJIINDOIr AND DOORS TRIMS AT ALL LOCAfONS PABOFZARANDNOSVEALL DOS DRIP FLOOR SHEATHING: SHEATHING SHALL BE 3/4 "TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6' ON CENTER AT SUPPORTED PANEL EDGES & 12 ' ON CENTER AT AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO 771E JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE ROOF SHEATHING: SHEATHING SHALL BE 15/32" APA RATED PLYWOOD OR 7/16' OSB APA RATED SHEATHING SPAN RA77NG OF 32/16. PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL EDGES WITH 8d NAILS AT 6" O.C. AND 12" 0.C. AT INTERMEDIATE SUPPORTS UNLESS NORED OTHERWISE ON THE DRAWINGS WALL SHEATHING: SHEATHING SHALL BE 1/2- COX OR 1/2" OSB A.P.A. RATED SHEATHING SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL EDGES WITH 10d NAILS AT 6' ON CENTER AND 12. ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OT71ERWISE ON THE DRAWINGS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB 91E INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING $ RK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE DES'(VER BEFORE PROCEEDING $11H THE OK UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLO*AN,E INL1 BE MADE /N THE CONTRACTOR AND/OR MANUFACTURERS FAVOR BY WOE OR ERRORS AMBIGUITIES AND/OR OMISSIONS SHICH ROAD HAVE BEFNN DISCOVERED DURING THE PREPARATION OF BID ESTIMATE AND DIRECTED TO THE ATTENTION OF THE DESIGNER /N A TIMELY MANNER. ANY ERRORS, AMBIGUITIES AND/OR OMIsSIOWS N THE DRAWINGS OR SPEaRCATTONS SHALL BE REPORTED TO THE DESIGNER /44/EDIATEL Y IN $KITING. NO WORK IS TO BE STARTED BEFORE CORRECICW /S MADE. THE CONTRACTOR SHALL PROVIDE TEI IPORARY BRACINGS AS REOU/RED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENING HAW BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INS°ECTIOVS Do NOT SCALE DRAWINGS USE ONLY WRITTEN a4EN.9ONS THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT *HINT IIRITOEN PERMISSION FROM THE DESIGNER. TITS DRAWING IS THE EXCLUSIVE PROPERTY OF THE DESIGNER AND CAN BE REPRODUCED ONLY Wlnl THE PERMISSION OF THE DESIGNER IN NH/CH CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS DESIGNER. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS S.G. NORTH ELEVATION scale 1/4" = 1'-0" CITY OF 1 UK1i.'1L /, APR 2 6 2018 PERMIT CENTER ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 BUILDING SECTION B-B DATE:10/16/2017 2017_37HA city review 02.12.18 A09 2X STUDS 16"OC BATT INSULATION 1/2" GW71 3/4" T&G APA RATED FLR. SHTG. FLOOR JSTS. PER PLAN FRAMING DIMENSION ATT NSUL TION A T F o CONT. TOP #�44 0 16" 0. C. VERT. W/ HOOK, ALTERNATE /4 ® 10" 0. C. HORIZ. 6MIL VBMIN SIDING PER ELEVATIONS WEATHER RESISTANT BARRIER APA RATED SHEATHING RIM JOIST FND. VENTS IN RIM JSTS. SEE PLANS FOR SIZE & NO. REQ'D. PR. TR. SILL PLATE W/ A.B. PER SHEAR WALL SCHD. 7" MIN. EMBED. W/ 3"x3"x0.229" PLATE WASHERS. FINISH GRADE mop a a 3" CLR. TYP. BLOWN -IN OR BATT (NSUL. 14" _OC.SLAB 0 SLAB ERE SHOWON PLAN /4 0 18" 0.C. 1—?-4 FILTER FABRIC 4" DIA. PERF. FND. DRAIN. -MIN 4" LAYER GRAVEL AROUND DRAIN PIPE. (2)/4 CONT. BOT. TYPICAL FOUNDATION 12 (� a SEE PLAN OVERHANG / SCALE 1 "=1'-O" COMPOSITION SHINGLE NO. 15 ASPHALT SATURATED FELT ROOF SHTG. PER STRUCT. NOTES TRUSSES PER PLAN -INSULATION BAFFLE ON. 1" AIRSPACE 2X BLOCKING W/ SCREENED VENT HOLES. SEE PLAN FOR AREA REQUIRED. 5" CONT. MTL. GUTTER 2X FASCIA BRD. OPTIONAL SOFFIT PER PLAN W/ 2" WIDE CONT. SCREENED VENT TYP. EXTERIOR WALL CONSTRUCTION PER PLAN TYP. ROOF FRAMING - COMPOSITION TYP. EXT. WALL CONSTRUCTION. WATERPROOF MEMBRANE. EXTEND 8" UP WALL & BELOW SLAB. MINIMIZE PENETRA 770NS FOR REBAR. 3/4" T&G APA RATED FLOOR SHEATHING. BATT INSUL. FLOOR JOISTS PER PLAN • e " FRAM/QTG DIVFNS/DN SIDING PER ELEVATIONS WATER-RESISTANT BARRIER APA RATED SHEATHING PR. TR. SILL PLATE V A.B. PER SHEAR WALL SCHEDULE. 7" IN. EMBEDMENT. W/ 3"x3"x0.229 PLATE WASHERS FINISH GRADE 4111I4 6 MNL GROUND —� , • COVER ATERPROOF EMBRANE BELOW POSTS 14" SEE DET. 1 THIS SHEET FOR TYP. FND. REINF. STORM DRAIN = Q o 77GHTL/NEAE TO 1.44 ��_�� EXISTING DRAIN �' 0 Q �'�4•� ••••• FIL TER FABRIC m • 1,• 4" DIA. PERF. FND. ..;:: N • I:: DRA! 1 MIN. 4" LAYER GRAVEL AROUND DRAIN PIPE 2) TYP. FOUNDATION/RAISED STEM WALL 2x RAFTERS PER PLAN. SEE PLAN 71P. ROOF CONSTRUCTION PER PLAN 2x4 FLAT LOOKOUTS AT 24" O.C. (NOTCH END RAF.) START AT FIRST COMMON RAFTER. lx TRIM & BARGE BOARD PER ELEVATIONS TYP. EXTERIOR WALL CONSTRUCTION PER PLAN TYP. GABLE FRAMING AT ATTIC EPDXY /4 BARS EMBED MIN 6" 7 /4 BARS TO HATCH & TIE TO HORZ. RBNFGWcE1IENT EXTEND 24" INTO NEW WAY > EPDXY JOINING STEEL TO CONCRETE < * INSPECTION SHALL BE REQUIRED TO VERIFY APPROVED TYPE OF EPDXY AND STEEL OR BOLT SIZES AS SPECIFIED ON CONSTRUCTION PLANS AND/OR DOCUMENTS. * CALL FOR FOUNDATION INSPECTION BEFORE APPLYING EPDXY TO ALLOW INSPECTION OF HOLES DEPTH AND DUST REMOVAL. BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE INSTALLATION OF EPDXY AT THAT TIME. _'ti FOUNDATION DETAIL BOT CORD TRUSS TRUSS PER PLAN DBL TOP PLATE 1/2 OF LENGTH PER PLAN 1/2 OF LENGTH PER PLAN STRAP DETAIL 2x4 plates are 3.5 in. wide. If a bolt needs to be in the middle third of the plate, then: 3'h"/3z1W The edge of the bolt, not the bolt head, should begin at least 114 in. in from the edge of the plate. 3.5 in. 2x6 plates are 5.5 in. wide. If a bolt needs to be in the middle third of the plate, then: 51/2° / 3 :-. 13h" The edge of the bolt, not the bolt head, should begin at least 134 in. in from the edge of the plate. ANCHORS LOCATIONS 5.5 in. Min. R-3 per in. insulation Min. R-3 per ln• insulation Min. R-3 per in. insulation Insulation required to fill space at headers and exterior wall corners Min. R-3 per in. insulation 8 U 4- CORNERS AND HEADER INSULATION BOT CORD TRUSS 1/2 OF LENGTH PER PLAN TRUSS PER PLAN 7 ©B1,TQP Fait' 1/2 OF LENGTH PER PLAN RECEIVED CITY OF. TUKV ILA APR 2 6 2018 PERMIT CENTER STRAP DETAIL V1V (?2-- MATEVOSOV RESIDENCE DATE:10/16/2017 2017_37HA city review 02.12.18 AD 1 JAMB BEYOND DRIVEWAY APPROACH PAVING /4 0 18" O. C. GARAGE SLAB PER PLAN SLOPE • .4 . a • • e SEE PLAN /4 TOP & BOT. CONT. COMPACTED FILL BELOW THICKENED SLAB EDGE CON17NUOUS SPREAD FTG. PER PLAN Q Z W too (2) /4 CONT. BOT. TYP. FOOTING ® GARAGE DOOR WALL GARAGE DOOR & 2X STUDS 16"0C (2) #4 CONT. TOP 4" CONC. SLAB 0/ GRAVEL FILL FRAMING DIMFNSION SIDING PER ELEVATIONS WEATHER —RESISTANT BARRIER APA RATED WALL SHEATHING PR. TR. SILL PLATE W/ A.B. PER SHEAR WALL SCHED. 3"x3"x1/4" PLATE WASHERS 7" MIN. EMBEDMENT. I I • • SEE DETAIL 1 AD 1 SHEET FOR TYP. REINFORCEMENT FINISH GRADE W • • SEE PLAN 'co AGHTLINE STORM DRAIN FILTER FABRIC 4" DIA. PERF. DRAIN. FWD. MIN. 4" LAYER GRAVEL AROUND DRAIN PIPE. TYPICAL GARAGE FND. "— , . SCALE: 1 —1-0 c 26 GA. GALVPRIN H.R. TO FLASHING & SEALANT POST BASE PER PLAN. SLOPE • - .. 4 0 • • a . • • SEE PLAN WOOD POST. BOX —OUT PER PLAN. PRE —CAST CONC. CAP CULTURED STONE PR. IR. APA SHTG. 0/ PR. 1R. 2x FURRING FOR STONE SUPPORT ATTACH TO CONC. W/ POWDER ACTUATED FASTENERS. CONC. PLINTH, HT AS CONC. FTG. SEE FND. PLAN FOR REINF. 3) PORCH POST BASE - CULTURED STONE INTERIOR FLOOR FRAMING FLOOR SHEATHING NAILING 06" MAXO.C. TO JOIST $/HOLD DOAIN NOTE HOLD-DOWN TENSION DENCES SHALL BE PROVIDED IN NOT LESS THAN TWO LOCATIONS PER DECK,AND EACH DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500/b[R502.2.2.3] 5/4X4 DECKING 2X8 DECK JOISTS O 0 O 0 HOLD—DOWN OR SIMILAR TENSION DEVICE �DECK LATERAL CONNECTION R507.2.1 Ledger Details. Deck ledgers installed in accordance with Section R507.2 shall be a minimum 2-inch by A -inch (51 nim by 203 mm) nominal pressure -preservative -treated Southern Pine incised pressure -preservative -treated Hem -fir. or approved, naturally durable, No. 2 grade or better lumber. Deck ledgers installed in accordance with Section R507.2 shall not support concentrated Loads from beams or=ird- ers. Deck ledgers shall not be supported on stone or masonry veneer. R507.2 continues Exterior sheathing .. stud wall 2x band joist or engineered rim board Floor framing foundation wall (EDGE� �pNN[��IQAI III II I I I Deck joist 8 Lag screws or bolts 0 r or tk in. diameter anchor bolts at quarter - pants 32 in. rr.•r-- 7 iter. • r,. . •, ,1 16A Alternate to replace 48 in. braced wall panel Wood structural panel minimum 3ia in. thick Bd common or box nails 0 5 jn. OC edges and 12 in. OC field Parfet supported directly on continuous foundation Approved hoki•clowns with minimum uplift capacity of 1,8001bs- Installed per - manufacturers instructions :I. c Panel supported on floor framing on continuous foundation Corcfete slab �-- No. 4 reinforcing ▪ 'L- .b • ` ~" :!: ;�..• ? . J. y, bar at top and bottom • Concrete foundation of foundation Floor joist se • 1.a: I 1r • —...,1: r 1. • t r# ° 1. 1•. .._ •r I.; • t• . t • 1,.. . I f- a t a , Concrete foundation FIGURE 6-23 Alternate braced wall. panels (Method ARW) inn one-story building with a 9-foot wall height ALTERNATIVE BRACED WALL PANELS: EACH PANEL SHALL BE A MINIMUM 2'-8" IN LENGTH WITH A MAXIMUM HEIGHT OF 10 FEET. EACH PANEL SHEATHED ON ONE FACE W TH MINIMUM 3/8" THICK PLYWOOD WITH ALL EDGES BLOCKED. ATTACH PLYWOOD WITH 8d COMMON GALVANIZED NAILS IN ACCORDANCE W 7H TABLE 23-1—I—Q. EACH PANEL SHALL BE ATTACHED TO THE FOUNDA TION WITH A MINIMUM OF 2 ANCHOR BOLTS INSTALLED PER SECTION 1806.6 AND PLACED A T PANEL QUARTER POINTS EACH PANEL END SHALL HAVE A TIE —DOWN DEVICE APPROVED FOR A MINIMUM 1800LBS. UPLIFT CAPACITY FOUNDATION CONTINUOUS ACROSS EN TIRE LENGTH OF BRACED WALL LINE AND REINFORCED WITH NOT LESS THAN ONE #4 BAR TOP AND BOTTOM. RW— l TFN 11 Foundations Spread footings may be used for structure support when founded on a prepared crushed rock base, but should be designed as a grid system with no isolated column footings to resist the potential effects of differential settlement due to liquefaction during a seismic event. As stated previously, the footprint of the proposed structure should be excavated at least 2 feet below proposed foundation subgrades. This depth is subject to modification based on the observed conditions during construction. This excavation should extend approximately 3 feet beyond the perimeter footings. A geotextile fabric, such as Mirafi 500X, should then be placed in the bottom of the excavation. The fabric will reinforce the subgrade and prevent the fine-grained soils from pumping through into the crushed rock. The excavated area should then be brought to footing subgrade using 2- to 4-inch crushed rock. The rock should be placed in lifts, with each lift compacted with the excavator bucket. Spread footings may then be constructed atop the rock mat. For footings placed on the reinforced rock mat described above, we recommend that an allowable bearing pressure of 2,000 pounds per square foot (psf) be used for design purposes, including both dead and live loads. An increase of one-third may be used for short-term wind or seismic loading. Footings should be buried at least 18 inches for frost protection. However, all footings must be founded on the rock mat prepared as described above. It should be noted that the area bounded by lines extending downward at 1H:1V (Horizontal:Vertical) inclination from any footing must not intersect another footing or Intersect a filled area that has not been compacted to at least 95 percent of ASTM D-1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing soils. Anticipated settlement of footings founded on the crushed rock mat, constructed as described above, should be on the order of 1 inch. All footing areas should be observed by AESI prior to and during placement of the 2- to 4-inch crushed rock to verify that the design bearing capacity of the sobs has been attained and that construction conforms with the recommendations contained in this report. Such observations may be required by the governing municipality. Foundation drainage should be provided as discussed in Section "Drainage Considerations." Lateral loads can be resisted by passive earth pressure acting on the buried portions of the foundations. The foundations must be backfllled with compacted structural fill to achieve the passive resistance provided below. We recommend an allowable passive resistance modelled as an equivalent fluid equal to 250 pcf. Slab Support Where potential liquefaction -induced settlement can be tolerated, site soils can be used to support slabs -on -grade, sidewalks, or other similar structures contingent upon remedial preparation and understanding of uncertainties in settlement performance. Slabs and pavement, to be supported on grade should be supported on a 2-foot-thick structural Hill mat. All fill beneath slabs or pavement must be compacted to at least 95 percent of ASTM D-1557. Interior slabs where control of moisture migration through the slab is needed should be cast atop a minimum of 4 inches of clean washed crushed rock or pea gravel to act as a capillary break. Areas of subgrade that are disturbed (loosened) during construction should be compacted to a non -yielding condition prior to placement of capillary break material. It should also be protected from dampness by an impervious moisture barrier at least 10 mils thick. The impervious barrier should be placed between the capillary break material and the concrete Fib CFIv'ED CITY OF TUKW LA APR11 'li.!4 rat {1 z. 5 lJ:U PERMIT CENTER ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 MATEVOSOV RESIDENCE DATE:10/16/2017 2017_37HA city review 02.12.18 AD2 SIMPSON A35 PER SHEARWALL SCHEDULE 3/4" T&G APA RATED SHEATHING. - ss is sl FLOOR JOISTS PER PLAN �+ (2)14 CONT. TOP TYP. CONC. END. WALL, SEE PLAN FOR RE/NF. 3' CLR. TYP. SEE PLAN TRUSSES PER PLAN SHEARWALL PER PLAN PR. 1R. SILL PLATE W' A.B. PER SHEAR WALL SCHD. 7 MIN. EMBED. W/ 3"x3 x0.229" PLATE WASHERS. 16d TOENAIL 4" O.C., RIM TO SILL PL. SIMPSON STHD STRAP SEE ARCHITECTURAL DETAIL SHEET FOR INFORMATION NOT SHOWN HERE. TYPICAL FOUNDATION SEE PLAN SIMPSON A35 PER SHEARWALL SCHEDULE 2x BLOCKING 048"O.C. SHEAR WALL PER PLAN SHEATHING TRUSS AT GABLE CORROSION RESISTANT METAL - COLUMN CAP PER PLAN (PC44 ALTERNATE KNEE BRACE DETAIL: 2X4 KNEE BRACE FACE NAILED EACH SIDE OF POST AND BEAM 4 6d ' T EACH FACE AND CONNECT 5 DE 45• SCALE: 1 "=1 '-O" PER PLAN 8d04"0.C. lx TRIM & BARGE BOARD PER ELEVATIONS. PLYWOOD FACE OF TRUSS PER S.W. SCHEDULE GABLE END TRUSS SCALE: 1"=1'-0" - BEAM SPLICES TO OCCUR OVER POSTS WITH 1 1/211IN. BEARING 4X4 KNEE BRACE GIRDER BEAM PER PLAN Ny2"0 LAG BOLT TOP AND BOTTOM(TYP.) K BRACED DETAIL PRESSURE TREATED WOOD POST SHEAR WALL PER PLAN FLOOR JOISTS PER PLAN -\ BLOCKING (2) JOIST BAYS 0 32 0. C. 16d 0 4"0.C. 10d 04"O.C. SIMPSON A35 PER SHEARWALL SCHED. DBL. JOISTS UNDER SHEARWALL. NAIL W/ 16d 0 6' o.c. STAGGERED SHEAR WALL PER PLAN. PR. 7R. SILL PLATE W/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE SHEET 3. Dili- „�� il1- -III-I I = ICI- � 1-I CONT. CONC. FTG. SEE PLAN FOR REINF. SEE PLAN SCALE: 1 "=l'-O" 2 SHEARWALL TO CRA WLSPA CE FRAMING ROOF SHEATHING PER PLAN H1 SEISMIC CLIP AT EVERY TRUSS, EACH END. 8d 0 4" O.C. SHEATHING TO BLOCKING VENTED 2X BLOCKING SHEAR WALL PER PLAN. SCALE: 1 "=1' 0" �V- TRUSS TO SHEAR WALL 1. ALL PANELS EDGES TO BE BACKED WITH 2" NOMINAL OR WIDER FRAMING 2. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3' NOMINAL MEMBER. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER. NAILS ON EACH SIDE SHALL BE STAGGERED. 4. 1N ADD/TON TO H1 HURRICANE TIE AT EACH RAFTER/TRUSS UNLESS NOTED OTHERWISE ON PLANS. 5. SHEATHING PANEL SHALL BE C-D OR C-C GRADE 6. USE DOUBLE STUDS AT ALL WALL AND WALLS THAT EXCEED 10'-0" 7. ALL NAILING SHALL HAVE A MINIMUM OF i" EDGE DISTANCE 8. STAPLES MAY BE USED /N LIEU OF NAILING WITH LICENSED PROFESSIONAL'S APPROVAL 9. SHEATHING FASTENERS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING 10. SHEATHING PANELS AT SHEAR WALL MAY BE LAID WITH FACE GRAIN PARALLEL OR PERPENDICULAR 11. FLOOR DIAPHRAGM TO BE YIN ' "C-D OR C-C PLYWOOD 12. FLOOR SHEATHING PANELS SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPROTS AND CONTINUOUS OVER 2 SPANS M/NIMU41.. 13. FOR ROOF AND FLOOR SHEATNG STAGGER PANEL JOINTS ENDS 2'-0" ON/MUM 14. WHERE JOISTS AND RAFTERS ARE OFF SET 1 UNDER CONTNUOUS SHEATHING PANEL JOINT PROVIDE 2x6 BLOCKING UNDER UNSUPPORTED EDGE WITH 16d AT 16" 0.C. 15. AT BLOCKED DIAPHRAGMS PROVIDE MINIMUM 2X3 FLAT BLOCKING W1T H (2) 100 TOE NAILS AT EACH END TO JOIST 4x caulks 6x COLUMNS 2X HEM FIR STUDS SHEAR WALL AND DIAPHRAGM SCHEDULE MARK SAD MATERIAEDGE LING REVD NAILING SILL PLATE ANCHORS BOTTOM PLATE NAILING RdIARKS EDGE FED ROOF 180 PIP 1/2'CDX/0SB NO 8d 0 6' 8d 012' - - ONO/ STiWDARD /ZX$' 215 PEE 3/4'COX/OS8 NO 10d 0 6' 10d 010' - - MINIMUM STANDARD ANCHOR BOLTS FOR FOUNDATION ONLY. 3' SO WASHERS, GALVANAZEO. 0.82 KOEF. FOR HE/ MEMBERS. 3X MEMBERS FOR SHEAR WALLS > 390 //FT 3X MEMBERS REQUIRED AT SW2 PANEL EDGES ANCHORS AT STEM WALL LOCATIONS SHALL HAVE A MIN/MUM EDGE DISTANCE OF 1" AND END DISTANCE OF 5". DEPTH OF SLAB OR FOOTING AT ANCHOR LOCATIONS SHALL BE A MIN/MUM OF 1.5 VIES THE ANCHOR STRUCTURAL NOTES DESIGN IS /N ACCORDANCE WITH THE 2015 /NTERNA77CWAL BUILDING CODE (I.B.G) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. UVF LOADS ROOF 26 PSF FLOOR 40 PSF DECKS 60 PSF LATERAL: WEND EXPOSURE B; 110 MPH; 3 SEC. GUST SPECTRAL RESPONSE ACCELERATION Ss=122.16 FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF I'--6' BELOW ADJACENT EX/ENIOR FINISHED GRADE, BY GEOTEOH REPORT CAST -IN -PLACE CONCRETE THE C TRACT SHALL A LIF A FERAN MANU PS-15, STANDARD SPECIFTCAn0NS FOR STRUCTURAL CONCRE7E(ACl 301) WITH SELECTED AO AND ASTI/ R£FERANCES CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF Fc=2500P9 AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND SHALL BE PROPORTIONED TO PRODUSE A SLUMP OF 5' OR LE PH OF RETAI TO ONCRCONS ITON C M TO BU/ COO QUIR CONCRETE: ALL REINFORCED STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED /N POSnON PR/OR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE %' DIAME1ER Ow 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 4 FEET ON CENTER. MINIMUM 2 BOLTS' PER SILL PLATE PIECE ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED /N CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7' M/N/MUM). CORNER BARS (2'-0' BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER:: CONCRETE CAST AGAINST EARTH. 3 INCHES CONCRETE EXPOSED TO EARTH OR $EATHER' /6 THROUGH /18 BARS 2INCHES BAR AND SMALLER 1-%? INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER:: /14 AND /18 BARS 1- INCHES /11 BAR AND SMALLER 3/4 INCH SLAB ON GRADE (FR011 THE SURFACE) 1-/z INCHES 1 ELDED *RE FABRIC WWF SHALL CONFORM TO AST/ A-185. WELDED WIRE FABRIC SHALL BE LAPPED ONE CROSSWIRE PLUS 2 INCHES (/e. 8" FOR 6x6 MESH). LOCATE WWF 1-'/z FROM THE TOP OF CONCRETE FOR SLAB ON GRADE. IMF SHALL BE CHAIRED IN POSnOv WITH MAXIMUM CHAIR SPACING CIF 4 FEET STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED /N ACCORDANCE WITH THE A.I.SC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (9TH EDITION). STRUCTURAL STEEL SHAPES STALL CONFORM TO AST/ DESIGNATION A-36 UNLESS NOTED 01HERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL .CONFORM TO ASH/ DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONEC1',Ir TO THE AST/ DESG/NA n0N A53, TYPE E OR S; GRADE B (Fyc,-��46, 00D PS). WELDING W SHALL FIE /N ACCORDANCE WI1H THE STRUCTURAL ELDING CO)E LAWS ALL $fID/NG SHALL BE CERTIFTEO BY WELDERS (W.A.B.o. OR EQUAL) USING E60 O E70 ELECTRODES SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBM/T7ED TO THE ENGINEER FOR APPROVAL PRIOR TO FAENR/CATTON. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVES PRIMER. SURFACES To BE EMBEDDED /N CONCRETE: F7REPROOED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS M71ED 0THERWIS ALL ANCHOR BOLTS SHALL BE AST/ A307. -� -- - STRUCTURAL TIMBERS; ALL GRADES SHALL CONFORM TO WA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL HOOD /N CONTACT WITH CONCRETE STALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW RECEIVED 2x FLOOR & RAF. JSTS. HEAT --FIR /2 fb = 850 PS CITY O. T U K W I L ` 4x BEAMS DOUG-FIR/LARCH /1....Fb = 900 PS 6x BEAMS DOUG-f1R/IARCH /1....Fb = 1350 PS APR L $ 2018 DOUG-f7R/LARCYH /1 Fb = 1000 PSI DOUG-RR/LARCH /1 Fb = 1204R M IT C E N T E R Fb = 675 PS/ HOLDOWN SCHEDU SYI No. MODEL N0. STHD10 STHD1ORJ l MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EOUAL. ALL HANGERS SHALL BE FASTENED To WOOD WI171 PROPER NAILS ALL HOLES SHALL BE NAILED. MACH/NE BOLTS TO BE A-30Z ANCHOR BOCYS INTO CONCRETE SHALL BE 5/8' INCH DIAMETER WITH 7' INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS ALL NAILS SHALL BE COMMON *RE N/ALS ALL NAILS /N CONTACT WITH PRESSURE TREATED WOOD SHALL BE GALVANIZED. NAILING SHALL BE /N ACCORDANCE WITH I.B.C. SCHEDULE. FLOOR SHEATHING• SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEA IN/NG SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 12 INCHES ON CENTER AT AT INTERAI£DIATE SUPPORTS THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND PIE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING• SHEATHING SHALL BE 15/32' APA RATED PLYWOOD OR 7/16' OSB APA RATED SHEATHING SPAN RATING OF 32/16. PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL EDGES WITH 8d NAILS AT 6' O.C. AND 12" O.C. AT IN ERMED/ATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS WALL SHEATHING:: SHEATHING SHALL BE 1/2 /NCH OR 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL EDGES WITH f0d NAILS AT 6 INCHES ON CENTER AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON PIE DRAWINGS GLUED -LAMINATED TIMBER: LAMINATED TIMBERS SHALL BE DOU GLAS-F7R/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F-V4 (Fb=2400 PSI, Fv=190) FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS A.LT.C. CERnF7CATE or CONFORMANCE REQUIRED. GLULAAIS SHALL CONFORM TO A.L T. V STANDARDS 11Z FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PR/OR TO FABRICATION. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOISTS AT THE SUPPORTS. RUSH BEAMS (FB) AND HEADERS NOT CALLED ON THE PLANS SHALL BE 4x8. ALL VERTICAL LAMINATED BEAMS AND HEADERS BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING::: ALL DOORS AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE 4x10 HF/LARCH /2 10171 ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWt7 CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES oN CENTER. PROVIDE TWO LAYER OF ASPHALr IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PUTS END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD 1I711 2-16d NAILS FACE NAIL DOUBLE TOP PLA1E WITH 16d NAILS AT 16 INCHES ON CENTER STAGGERED. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A Al/N/MUM OF 48 INCHES & NAIL W/ (4) 16d EACH SIDE OF SPLICE FACE NAIL BOTTOM PLATE WITH 2-16d NAILS Ar 16" O.C. OR PER SHEARWALL SCHEDULE. PRE-IIANuFAcivRW FLOOR JOISTS: JOISTS SHALL BE MANUFACTURED /N A PLANT APPROVED FOR FABRICATION BY THE. BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED PARTY INSPECTION AGENCY. EACH JOINT SHALL BE IDENTIFIED BY A ST P INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MA UFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY L000 AND EVALUATION REPORT NUMBER. PRE -MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-F/R/.ARCH OR HEM -FIR.. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, 9GNE7) AND DATED BY A WASHINGTCW STALE LICENSED STRUCTURAL ENONEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE LC.B.O. APPROVED YEAWY MECHANICAL UNIT LOADS AND LOCATIONS 017H SUPPLIER AND FURNISH AnDinoNAL 1RUSas AS REQUIRED. SUBMIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMEN9ONS AND CONDITIONS /N THE F7EL0. ALL DISCREPANCIES SMALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT COHVNECTTONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATIONS OF ALL OPENINGS /N THE FLOOR, ROOF, AND WALLS WITH ALL THE APPROPRIATE DRAWINGS THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILD/NG DEPARTMENT REQUIRED INSPECTIONS 00 NOT SCALE 1NE DRAWINGS THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SMEAR CONDITIONS Nor SHOWN. ply' OI)-3- ArchStudio"Y.SHADYRYA" 22420 6th PL W Bothell,WA 98021 T.206-240.7329 MATEVOSOV RESIDENCE LATERAL DETAILS DATE:10/16/2017 2017_37HA city review 02.12.18 S1