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HomeMy WebLinkAboutPermit D17-0212 - RAO RESIDENCE - 2-STORY ADDITIONRAO RESIDENCE 4813 S 146T" ST D17-0212 Parcel No: Address: Project Name: 0 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 0040000669 Permit Number: D17-0212 4813 S 146TH ST RAO RESIDENCE Issue Date: 8/31/2017 Permit Expires On: 2/27/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: RAO VINAYAK & MARIA T 4813 S 146TH STREET, TUKWILA, WA, 98168 VINAYAK ROA 4813 S 146TH ST, TUKWILA, WA, 98168 MCCREADY REMODELING 2304 NE NINTH ST, RENTON, WA,. 98056 MCCRER*051J4 VINAYAK ROA 4813 S 146TH ST , TUKWILA, WA, 98168 Phone: (425) 686-9156 Phone: (425) 271-6453 Expiration Date: 5/5/2019 DESCRIPTION OF WORK: TWO STORY ADDITION - INCLUDES NEW TWO CAR GARAGE, GUESS ROOM AND BATH AND A COUPLE LIVING SPACES Project Valuation: $158,862.88 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,770.83 Occupancy per IBC: R-3 Water District: 125 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: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Le/Af 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 conditions attached to this permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: 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. 11: 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. 12: 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. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: 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. 16: 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. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 20: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO NEW ADDITIONS.) 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 23: ***PUBLIC WORKS PERMIT CONDITIONS*** 24: 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. 25: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 26: 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. 27: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on-site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 28: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0608 PIPE INSULATION 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKYQ.�A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA,gov Building Per'mit No.1�2'!' Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 4813 S 146th St Tenant Name: -4412k 'PA p 0116e, PROPERTY OWNER Name: Vinayak Rao Address: Name: Vinayak Rao City: Seattle State: WA Zip: 98121 City: Tukwila State: WA Address: 4813 S 146th St Phone: (425) 686-9156 Fax: City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Vinayak Rao Address: Address: 4813 S 146th St City: Seattle State: WA Zip: 98121 City: Tukwila State: WA Zip: 98168 Phone: (425) 686-9156 Fax: Email: vinayakr@alum.wpi.edu Phone: GENERAL CONTRACTOR INFORMATION Company Name: Address: Address: 3104 Westem Ave, #107 City: Seattle State: WA Zip: 98121 Phone: (206) 204-0490 Fax: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\ApplicationsWorms-Applications On Line\201 1 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh King Co Assessor's Tax No.: 004000-0669 Suite Number: Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: Motionspace Architecture Architect Name: Nazim Nice Address: 3104 Westem Ave, #107 City: Seattle State: WA Zip: 98121 Phone: (206) 204-0490 Fax: Email: nazim@motion-space.com ENGINEER OF RECORD Company Name: TSE Engineering Engineer Name: Keith Ryan Address: 12810 N.E. 178th Street, Ste. 218 City: Woodinville State: WA Zip: 98027 Phone: (425) 481-6601 Fax: Email: keith@tse-aep.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Owner Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOQ206-431-3670 0 Valuation of Project (contractor's bid price): $ 140,000 Existing Building Valuation: $ 335,000 Describe the scope of work (please provide detailed information): Two story addition - includes new two -car garage, guest room & bath, and a couple living spaces. Will there be new rack storage? ❑ Yes V.. 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) 2,828 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2 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? 0 Yes El No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 1,555 293 2"d Floor 1,332 779 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 486 Detached Garage Attached Carport Detached Carport Covered Deck 493 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) 2,828 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2 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? 0 Yes El No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOeIATION - 206-433-0179 0 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View 0 .. Renton ❑ ... Sewer Availability Provided 0 .. 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 ❑ .. 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 ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Geotechnical Report 0 .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.: Curb Cut 0 .. Pavement Cut 0 .. Looped Fire Line VI ❑ .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to Name: Day Telephone: Mailing Address: Water Meter Refund/Billing; Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Fortes-Applications On Line \201 1 Applications Permit Application Revised - 8-9-1 I.docx Revised: August 201 I 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 O ORA ORIZED AGENT: Signature: Date: 616""7 Print Name: Nazim Nice Day Telephone: (206) 204-0490 Mailing Address: 3104 Western Ave, #107 Seattle WA 98121 H:\ApplicationsWorms-Applications On Line \2011 Applications1Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME KA() ((, z PERMIT # 2)r 0212_ t/ 4 I3' S. I4-e•5r) If you do not prove a 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 Water/Sewe ur ac'e Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $250 (1) - oo .-o 0 2� 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 • $ (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 • (1+4+5) $ 27� 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 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) 7. Pavement Mitigation Fee $ (7) 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. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 $37.00 for 1St 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 $ i i (9) 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) zs DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ Z(P 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 Size (inches) Installation Cascade Water Alliance RCFC 77 01.01.2017-12.31.2017 / Total Fee 0.75 $625 $6005/ $6630 1 $1125 —$,15,,012.50 $16,137.50 1.5 $2425 /$3T;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 X312,775 Approved 09.25.02 Last Revised 02/21/17 ( Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register- Receipt City of Tukwila Receipt. Number R12241 DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK $2,436:15 D17-0212. Address:: 4813 5 146TH ST Apn: 0040000669 $2,436.15 DEVELOPMENT $2,057.86 PERMIT FEE R000.322.100.00.00 0.00 $2,053.36 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $275.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $12.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $12.50 TECHNOLOGY FEE $103.29 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12241 R000.322.900.04.00 0.00 $103.29 $2,436.15 Date Paid: Thursday, August 31, 2017 Paid By: VINAYAK ROA Pay Method: CHECK 1687 Printed: Thursday, August 31, 2017 1:46 PM 1 of 1 SYSTEMS. Cash Register Receipt City of Tukwila DESCRIPTIONS PAID PermitTRAK $1,334.68 D17-0212 Address: 4813 S 146TH ST Apn: 0040000669 $1,334.68 DEVELOPMENT $1,334.68 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12081 R000.345.830.00.00 0.00 $1,334.68 $1,334.68 Date Paid: Wednesday, August 09, 2017 Paid By: MOTIONSPACE ARCHITECTURE Pay Method: CHECK 1360 Printed: Wednesday, August 09, 2017 10:42 AM 1 of 1 CR SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: Type of In ion: pu deft 125 rifire__ Address: i I 3 s Date Called: Special Instructions: Date Wanted: Wanted: C9 ` 7th- a.m. 0e,(47 p.m. Requester: Phone No: prior to approval. Approved per applicable codes. Corrections required COMMENTS: .t.(," ISI;la f/X/i9Z- jirigfrr ( Inspector: I Date:/ — REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 1)1 1 ota 2- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: g40 v� Sizrvki-5 Type of Inspection zoitr ,f6 i-ot Address:Date V,3 .S /116riff ST Called. Special Instructions: Date Wanted: ,/y b'/$ a.m. p.m. Requester: Phone No: ',ZS' b 2 – /o92 - Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: 14-771/4 ain inspector: Zff Date: �Z 2-0/ EP 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 D17-0z4i/ INSP. TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- Permit Inspection Request Line (206) 438-9350 Project: , Kec , Type of I' specti n: I -i)rS4'N Address: Lig t3 5~i+ko 5r• Date Called: Special Instructions: Date Wanted: a. . X031 Requester: Phone No: ElApproved per applicable codes. D Corrections required prior to approval. COMMENTS: f) Inspector REINSPECTION FEE REQUIRED. Prior to next inspection, fee rinust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 O/7-o21Z Pr ect: � �40 �- Type of Insp tion: b St, "Zoog f 1uM 7tt Address: Yfi3 S /G//711 e'7 Date Cad: Special Instructions: ' Date Wanted: /Q -3o- Zee a.m. p.m. Requester: Phone No: Approved per applicable codes. ►a� Corrections required prior to approval. COMMENTS: Inspector:/5 Date/0 �e .0057 REINSPECTION FEE REQ ED. Prior to next ins pe tion fmust 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 bi 7-OZ/Z 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: a ,t4 16 Type of Inspection: c WA -Li, 1•1/4) S•tJ_� 4- ,,,, Address: l/+ G lei? . /�P/ 7 Date Called: Fa 060/00°41°6°3 4 02 Special Instructions: Date Wated: i /0 —9—Z -0J2 a.m. CP.m Requester: Phone No: ritApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: R Ceyt,ftki N ribbiftr ikon, 1 /A Date: ),,o/oci 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 DI7-b2 i2 Project: �j. R / S eg-- Type of Inspection: < f I N 6 - Address: 45/3 3 Iglu+ Date Called: Special Instructions: Date Wanted: 6-1-18 ara' Requester: \//%Ikink RAS Phone No: Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: rovvt 11G. t 64.4i zttl6- Inspector: 15 Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DI7-oPA Z 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: R R E51 DAN@f' Type of Inspection: A fL .57.#2706'1-51 Address: Vai3 6, bIlert4 077 Date Called: Special Instructions: Date Wanted: a.m. L 31-18 Requester: Phone No: 426 t2 52 t o r 2 - Approved per applicable codes. 1] Corrections required prior to approval. COMMENTS: 0(4- ev,AL-L- sYt ,7- f JVr ,/5fi- , 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 Th7-62.I V - Project: Rifin k 47572:111/k-- Type of Inspection: RAF S M1 G- Address: Date Called: Special Instructions: Date Wanted: //-.28- a.m� p.m. Requester: Phone No: bQ Approved per applicable codes. Corrections required prior to approval. COMMENTS: CS Inspector: Date: //2 t7 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 Project: RRO ?'Si D.fjJJC Type of Inspection: vA)DrAFL.coR Ef2/°tVVN Address: ` 813 S. 1 lWr - ST' Date Called: Special Instructions: Date Wanted: ( a.rn 10-110-11 -p-rn: Requester: Ric/ -RO gteR-vy Phone No: 925 ces2 /O?Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: ok Us)D, -oOr. FMv" 1 Inspector: 4 Date: /0—/69 —/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431:3670 Permit Inspection Request Line (206) 438-9350 i) - az Pro'ect:: vAc es) 6LF-Ak 6,e)V6 Type of spection: U& DP_A A d i -g Address: yb/ S /4114 Sr' Date Called: Special Instructions: Date Wanted: a.m. Requester: I Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 Projec Typ;e4 Inspection: Address: �� 4 61_ /4 1 , * Date Called: Special Instructions: Date Want a.m. // Reques r: Phone No: Leil�l Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A 1 Date /o1 �! REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prod i t: !' 0 ga 1c+ Typ spection: . DAT7g %i/A L, Address: Date Called: Special Instructions: Date Want d a.m. Requesr/Z9//7 i A' tCil/T .� Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: QeraArz ak sr4b me) lirizaroJAA zt2X l b u,C f- i rS 6 a /A,'s d q'kele 1411,5 Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. D 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 ozA Proj KAO Y2E516650(6 Type o pection: f AZ - Address: rbf a S Mrli Sr Date Called: Special Instructions: Date Wanted: 4;lf 2- 7 a.m. •--P171; Requester tCi4Ai Phone No: q}zS— 6 /092 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ()/7- 62.12_ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: j 6„/1 E S Alarm: Type -of Inspection: t4,lu<f- i6e /L - Address: Suite #: c� 0 i S 4-6 s 7-- Contact Person: Special Instructions: ( Occupancy Type:' / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ,1Fire Alarm: J ii/L-i-c-eA&--- 7-F-57-- 4 y L--- i) II7. Ale-t1Y-1)/3 �, /Ai 36 S -A -G. Ili f? c)TiOS , r57U7---- / 4 5' 4 Pre -Fire: Permits: ( Occupancy Type:' / i r-,77- 6.7 cite__ q y.2 0 , &- L L- 12-4-r-47 Needs Shift Inspection:, Sprinklers: ,1Fire Alarm: J Hood & Duct: (1 Monitor: (�, Pre -Fire: Permits: ( Occupancy Type:' / [Inspector: ¢ Date: erh117-f1ct Hrs.: r- r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 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 Toads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. 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 Contact Information Vinayak Rao 4813 S. 146th St. Tukwila WA 98168 Nazim Nice nazini@motion-space.com 206-204-0490 Heating System Type: @All Other Systems ()Heat Pump To see detailed instructions for each section, place your cursor on the worts 'Instructions". Design Temperature Instructions t. Tukwila 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 U-0.30 E"1LC Single Rafter or Joist Vaulted Ceilings Instructions til R-49 Advanced «1. Above Grade Walls (see Figure 1) Instructions Floors Instructions UR -30 Below Grade Walls (see Figure 1) Instructions LI No Below Grade Walls in this project Slab Below Grade (see Fgure i Instructions No Slab Below Grade in this project Slab on Grade (see Figure 1) Instructions Slab on Grade in this project Location of Ducts Instructions rpda ; I No Ducts Figure 1. Above Grade RECEIVED Design TemperatureDifjfege i 1< TUKW16A AT = Indoor (70 degrees) - Oujj�b''oo`rbegignr� p L 1,150 9.3 U -Factor X 0.300 U -Factor 0.50 AUG 0 9 2017 CondifionMeCENTER 10,638 Area 187 X Area U -Factor X 0.026 U -Factor X 0.020 U -Factor X 0.056 Area 780 Area 90 Area 1,660 Area UA 56.10 UA UA 20.28 UA 1.80 UA 92.96 U -Factor X UA 0.029 780 22.62 U -Factor x Area REVD VVED FOR 0.028 'LADE COMPLIANCE PROVED F -Factor X Len e t ` APPROVED AUG 2 9 2017 F -Factor X Length UA 0.303 Duct Leakage C Sum of UA Envelope Heat Load Sum of UAXAT Air Leakage Heat Load VolumeX 0.6XATX.018 1.00 City of Tukwila UIsILDING DIVISION cie 193.76 8,913 Btu / Hour 5,285 Btu / Hour Building Design Heat Load 14,198 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 14,198 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 19,877 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Dud Heat Liss X 1. for Heat Pump DL1 (07/01/23) Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Vinayak.Rao 4813 S:146th St. Tukwila WA 98168 Nazim Nice nazim@motion-space.com 206-204-0490 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 All Climate Zones R -Values U -Factors Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling' 49' 0.026 Wood Frame Wall9m 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°"' 10/15/21 int + TB 0.042 Slab° R -Value & Depth 10, 2 ft n/a able R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date (`g /I E�3L RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER 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. O 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. O 3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. O 4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description la Efficient Building Envelope la Credit(s) 0.5 1b Efficient Building Envelope 1b 1.0 lc Efficient Building Envelope 1 c 2.0 1d Efficient Building Envelope 1d 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 REVIEWED FOR CODS COMPLIANCE APPROVED A*292017 0.5 Crw of Tukwila BUILoING DIVISION 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions 0 0 0 0 0 0 *1200 kwh 1.0 0.0 1711/02-19 1" Aw= TSE A Engineering e 12810 NE 178TH ST STE 218 WOODINVILLE, WA98072 ® (425) 481-6601 PROJECT: JOB#: 37-11 BY: Nfrie DATE: 7/o0/6F 0eg Job Name: Rao Residence Site Address: 4813 s 146th St. Tukwila, Washington 98168 Jurisdiction: City of Tukwila Plans By: Motion space architecture + design Plan Number/Job ID: 8717 Design Specifications: Building Type: Importance Factor: Basic Wind Velocity: Wind Exposure: Roof Snow Load: Risk Category: R: % of Snow Incl. w/ Seismic: Soil Site Class: Allowable Soil Bearing: Analysis Procedure: Spectral Response Accelerations, Ss: Load Combinations: Building Design Parameters: Roof DL: Floor DL: Wall DL: Levels: Floor Level Nariies: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION 11 2015 IBC Low -Rise, Simple Diaphragm 1.00 110 mph (ASCE 7-10 Fig 26-1A ) B (Strength Design Value) 25 psf Kzt=1.0 I I 6.5 0 D 1500 psf Wind: ASCE 7-10 Envelope Procedure Seismic: ASCE 7-10 Equiv.Lateral Force Proced 150 % g Si 48 ASD Basic 15 10 10 2 upper main RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER psf psf psf %g ENGINEER'S SEAL IS FOR LATERAL LOAD DESIGN DUE TO SEISMIC AND WIND FORCES AND FOR GRAVITY LOAD, DESIGN OF NEW ADDITION ONLY.DESIGN OF EXISTING BUILDING IS BY OTHERS. A Engineering e 12810 NE 178TH ST STE 218 WOODINVILLE, WA 98072 A (425) 481-6601 PROJECT: ArER AL. Al /IALSSIS' JOB#: BY: E/ M. DATE: ELEVATIoA)S /WIN A ARS /6R,hS South Elevation ,vctsr440, I fEW East Elevation 4. A Engineering A 12810 NE 178TH ST STE 218 WOODINVILLE, WA98072 A (425) 481-6601 Pt A&J vieNv PROJECT: --ER L ,-111 OAS JOB#: BY: DATE: TSE Engineering Job#: By: El Page: if Wind Pressures (Wind per ASCE 7-10 Method 2) Plan Number/Job ID Velocity pressure qh = 0.00256 Kh Kzt Kd V2 = 18.43 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.70 Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 h = mean roof height = 22.50 ft < 60 ft, [Satisfactory] 8717 Design pressures for MWFRS p = qh [(G Cpf )-(G Cpi )] where: p = pressure in appropriate zone. (Eq. 28.4-1, page 298). G Cp f = product of gust effect factor and external pressure coefficient, see table below. (Fig. 28.4-1, page 300 & 301) G Cp i = product of gust effect factor and internal pressure coefficient.(Tab. 26.11-1, Enclosed Building, page 258) = 0.18 or -0.18 Roof Rise 8 to 12 Note: pressures shown 0 34 degrees are Strength. Design and later adjusted for ASD TRANSVERSE DESIGN WIND PRESSURES Roof Type 2 Gable end Net Design Net Roof Pressure, psf Components Surface +Gcpi -Gcpi Horiz. Vert. 1 -11.61 -4.98 2 -16.03 -9.40 -8.89 -13.34 3 -10.14 -3.50 5.62 -8.43 4 -11.61 -4.98 16 -12.16 -5.53 2E -23.04 -16.40 -12.78 -19.17 3E -13.09 -6.45 7.26 -10.89 4E -12.16 -5.53 5 4.05 10.69 6 -8.66 -2.03 5E 7.93 14.56 6E -11.24 -4.61 LONGITUDINAL DESIGN WIND PRESSURES notes: - negative values considered as 0 - when roof type is Gable end, use '1+4' and '1E+4E' for'2+3' and '2E+3E', respectively Pressure Combos Results (Horiz Comp) 1+4 0.00 1E+4E 0.00 2+3 -3.27 2E+3E -5.52 5+6 12.72 5E+6E 19.17 Design ASD Design Pressures Pressures 0.00 0.00 0.00 0.00 - 3.27 -1.96 - 5.52 -3.31 12.72 7.63 19.17 11.50 Roof Type 2 Design ASD Design Gable end Pressure Combos Results (Horiz Comp) Pressures Pressures 1+4 0.00 0.00 0.00 Net Roof Pressure 1 E+4E 0.00 0.00 0.00 Components 2+3 -3.27 -3.27 -1.96 Horiz. Vert. 2E+3E -5.52 -5.52 -3.31 5+6 12.72 12.72 7.63 -8.89 -13.34 5E+6E 19.17 19.17 11.50 5.62 -8.43 Net Design Pressure, psf Surface +Gcpi -Gcpi 1 -11.61 -4.98 2 -16.03 -9.40 3 -10.14 -3.50 4 -11.61 -4.98 1E -12.16 -5.53 2E -23.04 -16.40 -12.78 -19.17 3E -13.09 -6.45 7.26 -10.89 4E -12.16 -5.53 5 4.05 10.69 6 -8.66 -2.03 5E 7.93 14.56 6E -11.24 -4.61 TSE Engineering Job#: By:Et' Page: C TRANSVERSE WIND FORCES Plan Number/Job ID 8717 Grid: 1 2 3 4 5 6 7 8 Wind Pressures per: ASCE 7-10 Interior Zone; Horiz.Wind Roof = 7.63 psf Horiz.Wind Wall = 7.63 psf End Zone; Horiz.Wind Roof = 11.50 psf Horiz.Wind Wall = 11.50 psf 2a = 8.8 ft. Sum of Transverse Wind Shears: A) ASCE 7-10 Wind Pressure on Projected Area of Building; upper 6329 lbs. main 4038 lbs. Total 10367 lbs. CONTROLS (see following pages for distribution) B) 10psf Wind Pressure at Wali and 5 psf at Roof on Projected Area of Building; upper 4340 lbs. main 4400 lbs. Total 8740 lbs. LONGITUDINAL WIND FORCES Grid: A B C D E Wind Pressures per: ASCE 7-10 Interior Zone; Horiz.Wind Roof = 7.63 7.63 psf Horiz.Wind Wall = 7.63 7.63 psf End Zone; Horiz.Wind Roof = 11.50 11.50 psf Horiz.Wind Wall = 11.50 11.50 psf 2a = 8.8 ft. Sum of Longitudinal Wind Shears: A) ASCE 7-10 Wind Pressure on Projected Area of Building; upper 6651 lbs. main 4992 lbs. Total 11643 lbs. CONTROLS (see following pages for distribution) B) 10psf Wind Pressure at Wall and 5 psf at Roof on Projected Area of Building; upper 4556 Ibs. main 5650 lbs. Total 10206 lbs. TSE Engineering Job#: By:E / Page:,b TRANSVERSE WIND FORCE DISTRIBUTION Plan Number/Job ID FRONT ELEVATION 8717 Grid: l 1 Roof End ZonelE 3 4 Wall Ht. 9 = Ift. Wall End Zone / No SWIE E - Wall Ht.' 11 Ift. Wall End Zone / No SWE E ft. Width: 56.5 _ - _ ft Xi 44 _ - ft. LEVEL: upper Roof Typei 2 Ridge/Gable Ht 12 OH leftl OH right! 1 Area left Area right: -80 V Ieft3470 V right: 2859: ft. ft. ft. 'sq.ft. :sq. ft. lbs. 0 lbs. LEVEL: main Roof Type Ridge/Gable Ht OH left= OH right; Area left' Area right: V left5489 V right; 4878 ft. ft. ft. sq.ft. sq.ft. lbs. 0 lbs. TSE Engineerin Job#: By:--/ LONGITUDINAL WIND FORCE DISTRIBUTION Pian Number/Job ID RIGHT ELEVATION 8717 Ghd:A Roof End ZoneIE |B | |C |D |/E |F � | | 1E |E Wall Ht.1 9 9 VVall End Zone / No SWIE 1E |ft Wall Ht.11 11 Wall End Zone / No SW.E |fL Length! 44 44 Y1 34 22.5 LEVEL: uppar Roof Type; 2 Ridge/Gable Ht1 12 OH front1 OH back Areafront'Q5 Araabock| -75 Vfront2115 Vbock| 1977 2 6.5 1166 10 10 10 13941 U| U| U| LEVEL: main Roof Type! Ridge/GableHt fL OH front!. � OH backft. Area frontaq.ft. Area back! . 1sq.ft. Vhont3753 12024 O U 8 lbs. TSE Engineering SEISMIC ANALYSIS - SEISMIC WEIGHTS TRANSVERSE Total per Level: 48285 lbs. 42460 Ibs. 0 at Roof at upper Job#: By: tf Page: 0 d Plan Number/Job ID 8717 B R 28110: F 23760:_ Al Grid:1 20175: 18700: LONGITUDINAL Total per Level: 45450 lbs. 36160 Ibs. 0 at Roof at upper Bi 2 Transv.Walls!2 272101 217601 Al2 Grid:11 Long Walls 18240! 14400: TSE Engineering Job#: By: Page: 7 SEISMIC ANALYSIS - VERTICAL DISTRIBUTION OF FORCES Plan Number/Job ID ASCE 7-10 8717 Seismic Factor, IE = 1.00 Soil Site Class = D Coefficient, Ct = 0.02 Coefficient, x = 0.75 Coefficient, R = 6.5 0 11 hn = 20 ft. Ss = 1.5 g Si = 0.48 g Ta = 0.19 secs. Fa = 1.00 Fv = 1.52 k = 1 SMs = 1.5 Simi = 0.73 SDs = 1.000 g Sol = 0.49 g Cs = 0.1538 TRANSVERSE DIAPHRAGM FORCES Base Shear = 13961 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht. hx wx wxhxk Cvx Fx Vx ER EWi Fpx (ft.) (ft.) (lbs.) (ft. -lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) Roof 20 48285 965700 0.674 9410 9410 48285 9657 9 9410 upper 11 42460 467060 0.326 4551 13961 90745 8492 11 13961 main 0 0 0 0.000 0 0 0 0 0 E = 90745 1432760 LONGITUDINAL DIAPHRAGM FORCES Base Shear = 12555 lbs. Diaphragm Wall LATERAL FORCE PER LEVEL DIAPHRAGM FORCE Name Ht hx wx wxhx" Cvx Fx Vx EFi EWi Fpx (ft.) (ft.) (lbs.) (ft. -lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) Roof upper main 9 11 0 20 45450 909000 0.696 8734 11 36160 397760 6.304 3822 0 0 0 0.000 0 E = 81610 1306760 8734 12555 0 8734 45450 9090 12555 81610 7232 0 0 0 Note: Base shear values and all seismic forces calculated this page are at ultimate level with no adjustments TSE Engineering SEISMIC ANALYSIS - DISTRIBUTION OF DIAPHRAGM FORCES TRANSVERSE Total Force per Level: 9410 lbs. 13961 lbs. 0 at Roof at upper Job#: By: Et Page:/O Plan Number/Job ID 8717 Base shear values are summed per block between grids LONGITUDINAL Total Force per Level: 8734 lbs. 12555 lbs. 0 at Roof at upper Transv.Wallsi 2 5229: 7534:_ Al2 Grid:1 Long Walls :lbs. lbs. lbs. lbs. TSE Engineering Job#: By:Er Page:// SEISMIC DESIGN FORCES AT SHEARWALLS Plan Number/Job ID 8717 p = 1.0 TRANSVERSE GRID LEVEL Lsw QE p QE E 0.7E (ft.) (Ibs.) (Ibs.) (lbs.) (Ibs.) 1 upper 30.5 4705 4705 4705 3293 main 39 6980 6980 6980 4886 2 upper 35 4705 4705 4705 3293 main 45 6980 6980 6980 4886 TSE Engineering Job#: By: f Page: j2 SEISMIC DESIGN FORCES Plan Number/Job ID 8717 p = 1.0 LONGITUDINAL GRID LEVEL Lsw QE p QE E 0.7E (ft.) (Ibs.) (Ibs.) (Ibs.) (Ibs.) A upper 32 2614 2614 2614 1830 main 18 3767 3767 3767 2637 B upper 23 4367 4367 4367 3057 main 22 6278 6278 6278 4394 C upper 17 1753 1753 1753 1227 main 16.5 2511 2511 2511 1758 TRANSVERSE SHEARWALLS Grid 1 Grid:A Level: upper Lswl 11 v wind: 114 v seismic: 108 USE:I EXISTING R wind: NO R seismicieilA1'C-4E$ Roof Trib. Roof DL Wall DL Uplift wind! Uplift seismic: USE:! Level: main TSE Engineering 6.5 114 108 SW1 1024 972 12 1170 585 497 182 CS16x40 Lsw 4 22 v windi 141 141 v seismic= 125 125 USE:: EXISTING i SW1 R wind! NO 2349 R seismic! CPAAJ041 2138 Roof Trib. Roof DLI 0 Wall DL 2420 Floor Trib. 11 Floor DLI 2420 Uplift wind! = 370 Uplift seismic: 0 USE:I I STHD10 Anchor Bolts: 5/8" Dia. @ 48" o.c. ID IE Job#: BY:I Page:13 Plan Number/Job ID 8717 IG IH 13 ft. plf plf :Ibs :Ibs ft. :Ibs :Ibs :Ibs :Ibs 13 ft. plf plf Ibs :Ibs ft. Ibs Ibs ft. :Ibs :Ibs :Ibs TRANSVERSE SHEARWALLS Grid 2 Grid:A Level: upper LswI 7 14 v wind: 82 82 v seismic: 94 94 USE:I EXISTING SW1 R windi /V 0 735 R seismic: CKANCES I 847 Roof Trib. - 7 Roof DLI 1470 Wall DLI 1260 Uplift wind: 0 Uplift seismic: 0 USE: TSE Engineering B IC Level: main Lswl 15 v wind: 108 v seismic: 109 USE:1 EXISTING R wind: NO R seismic: 04,4/46,e$ Roof Trib.I Roof DLI 0 Wall DL= 1650 Floor Trib.I 9 Floor DL1 1350 Uplift wind: 45 Uplift seismic' 0 USE:I I STHD10 Anchor Bolts: 518" Dia. @ 32" o.c. SW OPENING - SEE SHT. 6 15 108 109 SW2 1764 1853 Job#: By: Et Page:/� Plan Number/Job ID 8717 H IG 14 It :plf plf I Ibs =Ibs ft. lbs Ibs :Ibs :lbs 15 It :plf plf :Ibs I Ibs ft. lbs Ibs ft. :Ibs I lbs ;Ibs TSE Engineering REINFORCEMENT AT OPENINGS IN TRANSVERSE SHEARWALLS Grid 2 v [A] 1 2 3 4 [E] i X1 OL X2 Lsw Job#: By: B Page: /41(.4 Plan Number/Job ID 8717 Level upper upper main main Grid B -C Lsw 15 ft. OL 6 ft. X1 5 ft. X2 4 ft. Hsw 10 ft. OH 5 ft.' Y1 3 ft. Y2 2 ft. Panel Shears v (max.wind/seismic) 109 plf v[A] 244 °� $'ice plf v[B] 18 plf v[C] 181 plf v[D] 181 plf v[E] 109 plf Maximum Tensions and Design of Reinforcement at Openings 1 USE: CS16 814 Ibs. 2 USE: CS16 3 USE: CS16 652 Ibs. 664 Ibs. 4 531 Ibs. USE: CS16 LONGITUDINAL SHEARWALLS. Grid A Grid:1 Level: upper Lsw: 16 v wind: 66 v seismic: 57 USE:: EXISTING— NO R windi 4' R seismic: Roof Trib. Roof DL! Wall DL Uplift wind! Uplift seismic' USE:; TSE Engineering 3 Level: main Lsw: 5 v wind: 208 v seismic: 146 USE: 1 EXISTING No CNANGEs' Job#: By: Ef Page:/6— Plan age:/ Plan Number/Job ID 8717 7 8 16 ft. plf plf :lbs :lbs ft. :lbs :lbs !Ibs `lbs 13 ift. plf plf LONGITUDINAL SHEARWALLS Grid B Grid:1 Level: upper Lsw1 14 v wind: 137 v seismic: 133 USE:1 SW1 R wind: 1230 R seismic: 1196 Roof Trib.! 6 Roof DL1 1260 Wall DL1 1260 Uplift windi 474 Uplift seismic' 62 USE:: CS16x40 Level: main Lsw: 14 v wind: 241 v seismic! 200 USE:: SW2 R wind: 3934 R seismic! 3448 Roof Trib. Roof DL[ 0 Wall DL 1540 Floor Trib. i 1.33 Floor DL1 186 Upliftwind 2660 Uplift seismic! 1537 USE:1_ HDU5 Pi Anchor Bolts: 5/8" Dia. @ 32" o.c. TSE Engineering RE 7 -64 -17 - No LboWA/ Job#: By: 6 / Page: t6 Plan Number/Job ID 8717 7 18 9 ift. pif plf :Ibs :Ibs ft. :Ibs Ibs ;lbs fibs ft. plf p If Ibs 1lbs• ft. :Ibs 1Ibs 1ft. i Ibs Ibs !Ibs LONGITUDINAL SHEARWALLS Grid C Grid:11 12 Level: upper Lsw1 5 8 v wind' 82 - 82 v seismic= 72 = 72 USE:1 SW1 SW1 R wind: 738 1739 R seismic= 649 1623 Roof Trib.1 2 2 Roof DLl 150 - 240 Wall DL1 450 720 - Uplift wind: 558 - 1451 Uplift seismic; 379 = 1191 USE: I CS16x40 CS16x40 1 OPENING REINF. - SEE SHT. I A - Level: main - 2P e Lsw1 11 2.75 v wind: 157 - 157 v seismic: 107 107 USE:1 SW2 P.F R wind` 2488 R seismic: 1841 Roof Trib. f Roof DLI 0 Wall DU 1210 Floor Trib.: 1.33 Floor DLf 146 Uplift wind: 1902 Uplift seismic: 960 USE:1 STHD14 Anchor Bolts: 5/8" Dia. @ 32" o.c. TSE Engineering 13 tate C2) F4,Rr4L FAME F,N C.S' 1 tiT 6AgAcie Ai Job#: By: El Page:/7- Plan age:f-- Plan Number/Job ID 8717 17 18 4 ift. plf 1plf 1Ibs Ibs ft. fibs 1Ibs 1lbs Ibs 2.75 eft. plf plf 11bs 1 Ibs ft. fibs 1Ibs eft. Ibs 11bs Ibs TSE Engineering REINFORCEMENT AT OPENINGS IN LONGITUDINAL SHEARWALLS v Grid C [B] [C] [D] [A] 1 2 3 [E] x1 OL X2 Lsw Level upper upper main main Grid 1-2 Lsw 11 OL 2 X1 6.5 X2 2.5 Hsw 10 OH 4 Y1 3 Y2 3 Panel Shears v (max.wind/seismic) 157 v[A] 262 v[B] 134 v[C] 192 v[D] 192 v[E] 157 Maximum Tensions and Design of Reinforcement at Openings 1 378 USE: CS16 2 USE: CS16 3 USE: CS16 usE 5401 Job#: By: a Page: (7-A Plan Number/Job ID 8717 ft. ft. ft. ft. ft. ft. ft. ft. plf plf plf plf plf plf Ibs. 145 Ibs. 378 Ibs. 4 145 Ibs. USE: CS16 f.4 A Engineering e 12810 NE 178TH ST STE 218 WOODINVILLE, WA 98072 © (425) 481-6601 PROJECT: &RAVIc J L&A /17V ALJYS 1S JOB#: BY: E DATE: Roof Framing Plan Noir: r COF TIMES L of \ //\ \ /s/`i 11 \\\\\` / 1 1 J 7N�1 CATS PAGE /yea mem -FoR 8EAA1 o F't COLuM,V CA LG J TSE Engineering HEADER INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 4.5 Tributary (ft) 12 12 ft Wall (psf) 10 0 Tributary (ft) 0 Floor (psf) 10 50 Tributary (ft) 0 Other (pif) 10 0 w (TL) 190 300 490 pif plf plf Job #: By:( Page: / 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 428 428 675 675 1103 1103 481 759 1240 Ibs. Ibs. Ibs. Ibs. Ibs. lbs. ft.lbs: ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 101'6 Manuf.Lbr. CD 1.15 Timber CH 1 Dimen. Lbr. DFL#2 1170 180 625 1.6 Cr 1 psi psi psi psi Ci 1 b d , A S I 3.5 7.25 25.38 30.7 111 in. in. in.^2 in.^3 in.^4 fv = 48 psi Brg.Lgth.= 0.042 ft. CL 1.000 fb = 490 psi GL Cv = N/A R .= N/A A (DL) = 0.01 in. A (LL) = 0.02 in. A (TL) = 0.03 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.23 fb/Fb' = 0.36 USE 4x8 DFL#2 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 3469 for LL L/ 2124 for TL TSE Engineering HEADER INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 3 Tributary (ft) 13 13 ft Wall (psf) 10 0 Tributary (ft) 0 Floor (psf) 10 50 Tributary (ft) 0 Other (plf) 10 0 w (TL) 205 325 530 plf pif pif Job #: By:fie Pagejo 0 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 308 308 488 488 795 795 231 366 596 Ibs. lbs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv FC(perp) E x 10"6 Manuf.Lbr. CD 1.15 Timber CH 1 Dimen. Lbr. DFL#2 1170 180 625 1.6 Cr 1 psi psi psi psi Ci 1 b d A S I 3.5 7.25 25.38 30.7 111 in. in. in.^2 in.^3 in.^4 fv = 28 psi Brg.Lgth.= 0.030 ft. CL = 1.000 fb = 230 psi GL Cv = N/A R = N/A A (DL) = 0.00 in. A (LL) = 0.00 in. A (TL) = 0.01 in. RATIOS OF ACTUAL TO ALLOWABLE fv/Fv'= 0.14 fb/Fb' = 0.17 USE 4x8 DFL#2 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 10809 for LL L / 6628 •for TL TSE Engineering ROOF BEAM INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 14.5 Tributary (ft) 9 9 ft Wall (psf) 10 0 Tributary (ft) 0 Floor (psf) 10 50 Tributary (ft) 0 Other (plf) 10 0 w (TL) 145 225 370 plf plf plf Job #: By:E( Page: Z.1 0 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 1051 1051 1631 1631 2683 2683 3811 5913 9724 Ibs. Ibs. lbs. Ibs. lbs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 10"6 Manuf.Lbr. GL 2400 265 650 1.8 CD 1.15 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 b d A S I 5.5 12 66.00 132.0 792 in. in. in."2 in."3 in."4 fv = 53 psi Brg.Lgth.= 0.063 ft. CL = 1.000 fb = 880 psi GL Cv = 1 R = 2078 ft. A (DL) = 0.10 in. A (LL) = 0.16 in. A (TL) = 0.26 in. RATIOS OF ACTUAL TO ALLOWABLE fv/Fv' = 0.17 fb/Fb'= 0.32 USE GLULAM 5-112x12 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 1108 'for LL L / 674 for TL TSE Engineering Job# li(1/ By: Ef Page:oP-A COLUMN RooF r? BEAM �► •2! Overall End Conditions Intermediate Supports Loading Length Kea Keyy xx axis yy axis P axial w >a w yy 9 1 1 0 0 2685 0 0 ft. lbs. plf plf. Column Size Duration b d CD Specie Fc(perp) Cb ? Cb 3 5.5 1.15 HF 405 YES 1.125 in. in. psi Plate Properties MATERIAL Type/Specie Grade Fbxa Fbyy Fc E)a (10)^6 Eyy (10)^6 Manuf.Lbr. Timber Dimen.Lbr HF STUD 675 675 800 1.2 1.2 psi psi psi psi psi fc 163 psi RESULTS. SR oc (Ie/d) 19.64 SRyy (Ie/b) 36 COLUMN CSI = 0.632 <1 o.k. Fc* 920 psi KcE 0.3 FcE 278 psi fc(perp) / Fc(perp)' = 0.357 <1 o.k. c 0.8 ki 0.813708 k2 0.377415 ALLOWABLE AXIAL LOAD = N/A Cp 0.28013 Fc' 258 psi Mia 0 ft.lbs Sxa 15.13 inA3 fbxx 0 psi FcE XX 933 psi Fbxx 776 psi k3 0 Myy 0 ft.lbs Syy 8.25 in^3 fbyy 0 psi FcE yy 278 psi KbE 0.438 RB 8.124 FbE 7964 psi k4 0 v 3.3.03 P axial WYy USE: (2)2x6 HF STUD (MN) A Engineering A 12810 NE 178TH ST STE 218 WOODINVILLE, WA 98072 A (425) 481-6601 /4N A LYS -Li PROJECT: 1?Avt-1 _to<1 JOB#: BY: E--/ DATE: Upper Level Floor Framing Plan ivbec.A rt PA '1 ( CGLc..(MN CACC F R T E MEMBER REPORT Level, Floor: Joist 1 piece(s) 11 7/8" TJI® 560 @ 16" OC 0 Overall Length: 21' 6" xna�;°:casxrae.-�mae;aa-ear.:xeaxca;ac.;:x•.,�_r.��„e^xr;;am,.=.ar<srss .S1 21' 21'6" 2 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. 0 Design Results Actual @ Location Allowed Result ' LDF Load: Combination (Pattern) Member Reaction (lbs) 738 @ 4 1/2" 1725 (3.50") Passed (43%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 714 @ 5 1/2" 2050 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 3732 @ 10' 9" 9500 Passed (39%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.353 @ 10' 9" 0.519 Passed (L/706) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.458 @ 10' 9" 1.038 Passed (L/543) -- 1.0 D + 1.0 L (All Spans) TJ-Propn' Rating 41 40 Passed -- -- • Deflection criteria: LL (L/480) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 9' 2" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' 4" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro" Rating include: None Supports Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Floor Live Total 1 - Stud wall - SPF 5.50" 4.25" 1.75" 172 573 745 1 1/4" Rim Board 2 - Stud wall - SPF 5.50" 4.25" 1.75" 172 573 745 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes eiisee ilunaa TSE (425) 481-0601 tech2@tse-aep.com Dead Floor Live Loads. Location (Side) Spacing (0.90) (1.00) Comments 1 - Uniform (PSF) 0 to 21' 6" 16" 12.0 40.0 Residential - Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes eiisee ilunaa TSE (425) 481-0601 tech2@tse-aep.com E/ vz3 System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE 7/10/2017 11:29:05 AM Forte v5.3, Design Engine: V7.0.0.5 BEAM #23.4te Page 1 of 1 TSE Engineering GARAGE HEADER INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 16 Tributary (ft) 2 2 ft Wall (psf) 10 0 Tributary (ft) 8 0 Floor (psf) 10 50 Tributary (ft) 1.33 1.33 Other (plf) 10 0 w (TL) 133.3 116.5 249.8 plf plf plf Job #: By: Page: 2.Y 0 0 RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 1066 1066 932 932 1998 1998 4266 3728 7994 Ibs. lbs. Ibs. Ibs. Ibs. lbs. ft.Ibs.; ft.lbs. ft.ibs. DESIGN: MATERIAL Fb Fv FC(perp) E x 10^6 Manuf.Lbr. GL 2400 265 650 1.8 CD 1.15 Timber CH 1 Dimen. Lbr. Cr 1 psi psi psi psi Ci 1 b d A S 3.5 12 42.00 84.0 504 in. in. in.^2 in.^3 in.^4 fv = 62 psi fb = 1140 psi A (DL) = 0.22 in. v 3.3.03 Brg.Lgth.= GL Cv = A (LL) = 0.073 ft. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.20 fb/Fb'= 0.41 USE GLULAM 3-1/2x12 1 0.19 in. CL = R A (TL) 1.000 1182 ft. 0.41 in. RATIOS OF SPAN TO DEFLECTION L/ 1014 for LL L / 473 for TL TSE Engineering HEADER Job #: By: -eI 1 Page:t3 INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 3.5 0 Tributary (ft) 2 2 ft Wall (psf) 10 0 Tributary (ft) 8 0 gat* I $CAt4 Sloe( 77/--"----' move Floor (psf) 10 50. Tributary (ft) 1.33 1.33 Concentrated Loading Other (plf) 10 0 Load Xc P (DL) P (LL) P (TL) w (TL) 1 1 1050 1635 2685 133.3 116.5 249.8 2 0 plf plf plf ft lbs Ibs Ibs RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 983 533 1372 671 2355 1204 954 1346 2300 Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv Fc(perp) E x 101\6 Manuf.Lbr. CD 1.15 Timber CH 1 Dimen. Lbr. DFL#2 1170 180 625 1.6 Cr 1 psi psi psi psi Ci 1 b d A S I 3.5 7.25 25.38 30.7 111 in. in. in."2 in.^3 in.^4 fv = 130 psi Brg.Lgth.= 0.068 ft. CL = 1.000 fb = 900 psi GL Cv = N/A R = N/A A (DL) = 0.01 in. A (LL) = 0.01 in. A (TL) = 0.02 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.63 fb/Fb' = 0.67 USE 4x8 DFL#2 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L / 3182 for LL L / 1843 for TL FO 0 MEMBER REPORT Level, Floor: Joist 1 piece(s) 11 7/8" T]I® 210 @ 16" OC Overall Length: 18' 6" All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual © Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 634 @ 4 1/2" 1460 (3.50") Passed (43%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 610 @ 5 1/2" 1655 Passed (37%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft -lbs) 2731 @ 9' 3" 3795 Passed (72%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in) 0.345 @ 9' 3" 0.444 Passed (L/617) -- 1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.449 @ 9' 3" 0.887 Passed (L/474) -- 1.0 D + 1.0 L (All Spans) TJ-ProT" Rating 40 40 Passed -- -- • Deflection criteria: LL (11480) and TL (L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 4' 4" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 18' 4" o/c unless detailed otherwise. • A structural analysis of the deck has not been performed. • Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that is glued and nailed down. • Additional considerations for the TJ -Pro" Rating include: None Supports .. .. Bearing Length Loads to Supports (lbs) Accessories Total Available Required Dead Floor : Live. • Total 1 - Stud wall - SPF 5.50" 4.25" 1.75" 148 493 641 1 1/4" Rim Board 2 - Stud wall - SPF 5.50" 4.25" 1.75" 148 493 641 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes elisee ilunaa TSE (425)481-6601 tech2@tse-aep.com Dead Floor Live Loads Location (Side) Spacing . (0.90) (1.00) Comments 1 - Uniform (PSF) 0 to 18' 6" 16" 12.0 40.0 Residential -Living Areas Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes elisee ilunaa TSE (425)481-6601 tech2@tse-aep.com System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE 7/10/2017 11:29:34 AM Forte v5.3, Design Engine: V7.0.0.5 BEAM #23.4te Page 1 of 1 TSE Engineering HEADER INPUT: Uniform Loading Span Length w (DL) w (LL) L Roof (psf) 15 25 6 Tributary (ft) 8 8 ft Wall (psf) 10 0 Tributary (ft) 8 0 Floor (psf) 10 50 Tributary (ft) 9 9 Other (plf) 10 0 Job #: By: '61 Page: ori -- 0 w (TL) 0 300 650 950 0 plf plf plf RESULTS: VI (DL) Vr (DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) 900 900 1950 1950 2850 2850 1350 2925 4275 lbs. lbs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb Fv FC(perp) E x 10"6 Manuf.Lbr. Co 1.15 Timber CH 1 Dimen. Lbr. DFL#2 1080 180 625 1.6 Cr 1 psi . psi psi psi Ci 1 b d A S I 3.5 9.25 32.38 49.9 231 in. in. in."2 in."3 in."4 fv = 98 psi Brg.Lgth.= 0.109 ft. CL = 1.000 fb = 1030 psi GL Cv = N/A R = N/A A (DL) = 0.02 in. A (LL) = 0.05 in. A (TL) = 0.08 in. RATIOS OF ACTUAL TO ALLOWABLE fv / Fv' = 0.47 fb / Fb' = 0.83 USE 4x10 DFL#2 v 3.3.03 RATIOS OF SPAN TO DEFLECTION L. / 1403 for LL L / 960 for TL /...ertou A Engineering A 12810 NE 178TH ST STE 218 WOODINVILLE, WA 98072 A (425) 481-6601 PROJECT: GRAY ry L o A b A NA L YS I S JOB#: BY: E DATE: r„ Foundation Plan tEa 0 1 1 !!! — WI! 1 IFi 11, ! r — — — — — II I I r — — —•— J L ; OICATE. F'A Cae NumeER Fat 55EAM otz -FoorinIC4 Ci4LC.. r Return Address City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila. WA 98188 _1 IRO 0001 11 01pmt 4 PRRCRDIY_ SP 40 00 N1crrzher rtis• SHORT PLAT NUMBER L99-0004 CITY OF TUKWILA. WASHINGTON Grantorls) Pop ejop Tim & Linda Markham Howard & Lois Last Name First Name Last Name First Name Additional grantors on page a ,of document Grantee(s) The Public' Assessor s Property Tax Parcel or :tcount Number(s) 004000-0670 & 004000-0630 J Legal Descriptions Before the Short Subdivision 1.©TS G /S /34.0c See page 4 of 7 After the Short Subdivision See pages 4 to 6 of 7 fit D I9 /10 #46-- TRI9CTS Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this &DI" day of f �l wookr , 1021:024 Chairman, Short Subdivision Committee Page 1 of 7 7T`INT OF RSSESsi riS approved Uds // day of 0e e7++ 6_6_4 .SC art /+,obi 3enut, a., r a o'f o oo— oCde- ot7o ov E'/Yr aooa SIGNATURES DECLARATION Know all men by these presents that we, the understgneo owner(s) in fee simple of she land herein descrioea do hereov make a short sjodivision thereof pursuant •o RCW 58 17 060 ana acknowledge that sara subdivision snail net be further divided in any manner within a period of five years, from date of recora, without the filing of a frnal olat The undersigned further declare this short plat to be the graph.c representation cr said short suodivision and the same ,s made with the free consent and in accordance with the desire of e owner(s) In wane Name Name Name ur hands and seals Name Name Name Name STATE OF WASHINGTON County of King On this clay personally appeared be or to me known to be the individual descr, M(-r►3DZGIC. ,£ 'Di Amo c M. G Rz7J-w- nand who executed the within and foregoing instrument, wledge that -rite./ srgnedithiptme as "t free and voluntary act and deed. for the emaied.oses therein mentioned 'Cilp' es/ �1101 .�% tp ', yr` :�++�" gr nsv hand and official seal this d- of �uf�E 199 9 _ ,�, jrQ % rte. / ♦ f 1%s a i; • &Q kV° j ! Signature r` � r �'Le-y �l4.00‘Q,`o Name as commis. o•d i_U GA� UA ARE -S ,, ��� MasVil Title 5 t Ce— 'T 0 Cir STATE OF WASHINGTON County of King On this day personally appeared before me AirlietneAad + <' to me known to be the in vidueeai'descnbed in and whoxecuted the wit in and foregoft i s e and acknowledge that signed the same as/I7J '7,free and voluntary act and deed. for the uses and purposes therein entroned , , N �% C� GIVEN under my hand and official seal this y of 9667it" %199 l qi Signature (((/€ f L Name as c mi stoned < 0 n -e Al2t I P Title WO7V--417 ) /; My appointment expires OrT/41�/<;)- My appointment a p-ires• r 2-0O • Short Plat Number L99-0004 Page 2 c s cv SIGNATURES DECLARATION Know alt men by these presents that we, the undersigned, owner(s) in fee simple of the land herein descnbed do hereby make a short subdivision thereof pursuant to RCW 58 17 060 and acknowledge that said subdivision shall not be further divided in any manner within a penod of five years, from date of record, without the filing of a final plat The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s) In witness • we hav N Name Name Name STATE OF WASHINGTON County of King ds and seals )/�f Name 2%1L }7 v6"vi ALL�s"v�cwv� Name Name Name J/)) On this day personalty appeared be me i/7 d 7 /. c4 to me known to be the indvidunal descri and who executed the within and foregoi instrument, and acknowledge that 1V�--signed heseme free and voluntary act and deed, for the uses avid`rzy seMherein mentioned GIV..L $ 'ddr rti01 M. if f official seal this $ da of �i.�LC , 19 67 9/ ' Signature f c� A�( V �.� STATE OF fNAgHINGTON County of King On this day personally appeared before me J f.�%) rr ()//,40, to me known to be the r dividual described in and wh°t executed the within and foregoing instrument, and acknowledge thatrgned the same as +1 Ai free and voluntary act and deed. for the Name as coin stoned .. ( )t' --r t tie 1� M Title My appointment e osa— uses and purposes therein mentioned GIVEN un \tyhaAtcial seat this O da of ' Signature p 139 ilLSI:- „,,,,,,,,,„ \--‘ l....- Ld _ 'o Name comas��11U 'II rot -Lk ssioned� N /V `_ Title - L- % ., \tom �; My appointment expires o —/,� f/C Short Plat ISefnber'.!.f�9`-0004 Page 3 of STATE OF WASHINGTON County of King On this day personally appeared before me F#otDt (.D E L v t j orliN ? glen to ne known to be the individuabdescribed in and who executed the within and foregoing instrumei,t, and acknowledge that `-fit Py1 signed the same as`rHEi.t• free and voluntary act and deed. for the uses and purposes therein mentioned > 1 ritigi ind official seal this day of 19 y {4"` -. *'ss147AAtsiit, : Signature //(...c.r- c .C."---A-.C."---A-0-- , i2- ." Pi/ r; Name as commissioned iYi e(. t1' 1.;i, %- R., r` `el-.. ,..*•.41.,..0417./1Title: Liv) R"::1,771-\ t t tv C. -, +. tC..� N,� � O� wASd► ± My appointment expires 1 l - Ly - C a Short Plat Number L99-0004 Page 3 of O• 0 0 SHORT PLAT NUMBER L99-0004 CITY OF TUKWILA, WASH. LEGAL DESCRIPTIONS (Existing) Total Area: Lots 6 and 15, Block 5, ADAMS thereof recorded in Volume 11 County, Washington; EXCEPT the North 175 feet of AND EXCEPT theNorth 262 feet West 89 feet thereof; HOME TRACTS, according to the plat of Plats, page 31, records of King the West 89 feet of said Lot 6; of said Lot 6 lying east of the (ALSO KNOWN AS Parcel "B", City of Tukwila Boundary Line Adjust- ment Number L98-0030, recorded under Recording Number 9808251100) TOGETHER WITH Lot 7, less the West 100 feet of the North 200 feet thereof, AND Lot 14, Block 5, ADAMS HOME TRACTS, according to the plat thereof recrorded in Volume 11 of Plats, page 31, records of King CountJashington. LEGAL DESCRIPTIONS (PrS'sed) Lot 1: Nif That portion of Lots 6 an," Block 5, ADAMS HOME TRACTS, according to the plat there%recorded in Volume 11 of plats, page 31, records of King Coud , Washington, described as follows: s• Commencing at the Southwest CoPii„Boof said Lot 15; Thence N 01°13'32"E, along the st Line of said lot, a distance of 257.78 feet, to the TRUE POINT O� EGINNING; Thence continuing N 01"13'32"E a djiance of 187.00 feet to the South Line of the North 175 fe�`"et,,,��of said Lot 6; Thence S 87°55'58"E, along said Sou hR„) Line, a distance of 89.01 feet; Thence S 01"13'32"W, parallel with WI 'est Line of said Lot 6, a distance of 87.01 feet; Thence S 87°55'58"E, parallel with the Orth Line of said Lot 6, a distance of 34.25 feet to the West Line of the East 3 feet of said Lot 6; Thence S 01°13'51"W, along said West Line and the West Line of the East 3 feet of said Lot 15, a distance of 100.00 feet; Thence N 87°55'43"W a distance of 123.25 feet to the POINT OF BEGINNING. Lot 2: That portion of Lot 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: BEGINNING at the Southwest Corner of said Lot 15; Thence N 01'13'32"E, along the West Line of said lot, a distance of 257.78 feet; Thence S 87°55'43"E a distance of 123.25 feet to the West Line of the East 3 feet of said lot; Thence S 01°13'51"W, along said West Line, a distance of 257.53 feet to the South Line of said lot; Thence N 88°02'38"W a distance of 123.22 feet to the POINT OF BEGINNING. NOTE: Turnaround Easement established with the recording of City of Tukwila Boundary Line Adjustment No. L98-0030 is deleted with the recording of this short plat and new location of easement as shown on map page and described herein is to be established with the recording of this short plat. Page 4 of 7 4`!r SHORT PLAT NUMBER L99-0004 CITY OF TUKWILA, WASH. LEGAL DESCRIPTIONS (Proposed) continued Lot 3: That portion of Lots 6,7,14 and 15, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington, described as follows: BEGINNING at the Northeast Corner of said Lot 7; Thence S 0 1 14'10"W, along the East Line of said Lots 7 and 14, a distance of 619.31 feet to the Southeast Corner of said Lot 14; Thence N 88"02'38"W, along the South Line of said Lots 14 and 15, a distance of 129.22 feet to the West Line of the East 3 feet of said Lot 15; Thence N 01°13'51"E, along the West Line of the East 3 feet of said Lots 6 and 15,ydi`stance of 357.53 feet to the South Line of the North 262 feetvof said Lot 6; Thence S _87955'58"E, alb bg said South Line, a distance of 3.00 feet to the West Line o.»aid Lot 7; Thence N 01"13'51"E, along;rsaid West Line, a distance of 62.01 feet to the South Line of"g th North 200 feet of said Lot 7; Thence S 87°55'58"E, alonaLd South Line, a distance of 100.01 feet to the East Line of t eWest 100 feet of said Lot 7; Thence N 0 113'51"E, along s‘z'd East Line, a distance of 200.02 feet to the North Line of said/' -4''ot 7; Thence S 87°55'58"E a distanc�-�b,'f 26.27 feet to the POINT OF BEGINNING. LU�1 Page 7 D SUORT PLAT NUMBER L99-0004 CITY OF TUKWILA, WASHINGTON EASEMENT DESCRIPTIONS Proposed Lots 1 and 2 have an existing easement for ingress, egress and utilities over, under, along and across the West 20 feet of the North 175 feet of Lot 6, Block 5, ADAMS HOME TRACTS, according to the plat thereof recorded in Volume 11 of Plats, page 31, records of King County, Washington. This easement was established with City of Tukwila Boundary Line Adjustment Number L98-0030 recorded under King County Recording Number 9808251100. Lots 1 and 2 of proposed short plat agree to equally maintain the following easement to be established with the recording of this short Plat. An easen►ent for ingress;' egress and utilities over, under, along and across thatiotion of proposed Lot 1 described as follows: f`h Commencing at the Southwe tJCorner of Lot 15, Block 5, ADAMS HOME TRACTS, according to th4plat thereof recorded in Volume 11 of Plats, page 31, recores,:-of King County, Washington; Thence N 01°13'32"E, along tie)West Line of said lot, 257.78 feet to the TRUE POINT OF BEeISMING; Thence continuing N 01°13'32"E2`) distance of 187.00 feet to intersect the South Line of the, Orth 175 feet of Lot 6 of said block; fi Thence S 87°55'58"E, along said S uth Line, a distance of 20.00 feet; Thence S 01°13'32"W, parallel with `th'e West Line of said lot, 47.30 feet to a curve to the left; L% Thence southeasterly along said curAse ith a radius of 20.00 feet and a central angle of 89°09'3 " inn arc length of 31.12 feet; MM Thence S 87°55'58"E a distance of 49.30 feet to intersect the East Line of the West 89.00 feet of said lot; Thence S 01°13'32"W, along said East Line, 20.00 feet; Thence N 87°55'58"W 48.71 feet to a curve to the left; Thence southwesterly along said curve with a radius of 20.00 feet and a central angle of 90°50'30" an arc length of 31.71 feet; Thence S 01°13'32"W a distance of 79.69 feet; Thence N 87°55'43"W a distance of 20.00 feet to the POINT OF BEGINNING Page 6 `4 cn .n *777 SHORT PLAT NUMBER L99-0004 CITY OF TUKWILA, WASH. JS 3. 144 III 3T= 22 - tie FO21ND MON IN CASE 4 N 87°4`1 97"w FUND MON CASE CBASIS OF SEARtN6V 7-17-48 9 PI 2637 Si'MEAS 32A23� 7-t7-48 v a S GiLCG �% )' W j a o~� O h n0 'k ;<:-.,..:.- o z y.31.1.1, PG 3 t N 87°55.58"W S. 144T sr. N 87°S.5"..5.8" W Easement for In- gres, egress and-, utilities. See page 6 of 7.. p=84°0;30" R s 2D.60 L = 31.12" o=4o50'3o; oiLA4 K4it a 10/1/2018 0 City of Tukwila Department of Community Development VINAYAK ROA 4813 S 146TH ST TUKWILA, WA 98168 RE: Permit No. D17-0212 RAO RESIDENCE 4813 S 146TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/28/2018. 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 11/28/2018, 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, V/1/1P(V(PIcli/V49 Rachelle Ripley Permit Technician File No: D17-0212 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6/1/2018 0 0 City of Tukwila Department of Community Development VINAYAK ROA 4813 S 146TH ST TUKWILA, WA 98168 RE: Permit No. D17-0212 RAO RESIDENCE 4813 S 146TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/30/2018. 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 7/30/2018, 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, Rachelle Ripley Permit Technician tit 114P11(19 Fife No: D17-0212 6300 Southcenter Boulevard Suite #100 ® Tukwila, Washington 98188 s Phone 206-431-3670 ® Fax 206-431-3665 4ERMIT COORS COPY, PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0212 PROJECT NAME: RAO RESIDENCE SITE ADDRESS: 4813 S 146TH ST DATE:. 08/14/17 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: S Pt* CIO Building Division POAt& 411 19E Works Fire Prevention Structural 'k %Itisll Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/15/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/12/17 ❑ Approved with Conditions ❑ ❑ Denied 111 (corrections entered in. Reviews) Notation: (ie: Zoning Issues) 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 MCCREADY REMODELING 0 Washington State °epart hent of Labor & industries Horne Espanol Contact Safety & Health Page 1 of 2 Search L&I A -Z Index Claims & Insurance Workplace Rights MCCREADY REMODELING Owner or tradesperson Principals MCCREADY, RICHARD ANDREW, OWNER Doing business as MCCREADY REMODELING WA UBI No. 601 623 646 2304 NE 9TH ST RENTON, WA 98056 425-271-6453 KING County Business type Individual License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MCCRER*051 J4 Effective — expiration 04/24/1995— 05/05/2019 Bond TRAVELERS CASUALTY & SURETY CO Bond account no. 103623358 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/27/2003 08/27/2003 Expiration date Until Canceled Insurance Liberty Mutual Ins Co $1,000,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601623646&LIC=MCCRER*051J4&-SAW= 8/31/2017 MCCREADY REMODELING Policy no. BKS56281903 Received by L&I Effective date 07/07/2017 08/23/2016 Expiration date 08/23/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Page 2 of 2 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 079,992-00 Account is current. Doing business as MCCREADY REMODELING Estimated workers reported Quarter 2 of Year 2017 "0" Workers L&I account contact TO / KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601623646&LIC=MCCRER*051J4&SAW= 8/31/2017 4813 S. 146th St, Tukwila WA 98168 Vicinity Map Seattle -Tacoma International' l Airport SeaTac rd Project Information Project Address: Owner: Assessor Parcel No: Legal Description: Project Description: 4813 S. 146th St, Tukwila WA 98168 Vinayak Rao 004000-0669 ADAMS HOME TRACTS LOT 2 CITY OF TUKWILA SHORT PLAT NO L15-0038 (VINAYAK RAO SHORT PLAT) RECORDING NO 20160105900001 (BEING A PORTION OF NE QTR NE QTR STR 22-23-04) Main level addition to existing 2 -story single family residence including new 2 car garage with living space above. Contact Information Owner: Applicant/Architect: Structural Engineer: Vinayak Rao 4813 S. 146th St, Tukwila WA 98168 425-686-9156 Motionspace Architecture + Design PLLC Contact: Nazim Nice 3104 Western Avenue #107 Seattle Washington 98121 206.204.0490 email: nazim@motion-space.com www.motion-space.com Keith Ryan, P.E. TSE Engineering 12810 N.E. 178th St Suite 218 Woodinville, WA, 98072 Office: 425-481-6601 keith@tse-aep.com Codes Used - City of Tukwila All construction to be done in accordance with the code versions listed below, and all local codes as applicable. 2015 IRC (Architectural) 2015 IBC (Structural) 2015 Washington State Energy Code Abbreviations AB ABV AC ADJ ANCH APPROX ARCH AUTO AW BF BLDG BM BOT BRG BTWN C CB CFM CJ CLG CLR CNTR COL CONC CONST CONT CONTR COORD D DB DEMO DHW DIA DIM DL DN DRY DS DW DWG EW EA EG EM=C EQ EQUIP EXH EXIST EXP EXT FD FDN FIN FJ FL FO FT FTG FURN GA GALV GC GEN GL GM GR GWB HB HC HDR HDW HORIZ HR HT HVAC G N NCL NFO NSUL NT SG JT KD KP LAM LAV At Anchor Bolt Above Air Conditioning Adjustable Anchor Approximate (ly) Architect (ural) Automatic Awning Bottom Flush Building Beam Bottom Bearing Between Casement Catch Basin Cubic Feet Per Minute Ceiling Joist Ceiling Clear Center Column Concrete Construction Continuous Contractor Coordinate Dryer Drop Beam Demolition Domestic Hot Water Heater Diameter Dimension Dead Load Down Dryer Downspout Dishwasher Drawing Each Way Existing Each Egress Electric Meter Equal Equipment Exhaust Existing Expansion Exterior Floor Drain Foundation Finish Floor Joist Floor Face Of Foot Footing Furnace Gauge, Gage Galvanized General Contractor General Glass Gas Meter Grade Gypsum Wallboard Hose Bib Hollow Core Header Hardware Horizontal Hour (Fire Resistant Rating) Height Heating, Ventilation & AC nsulated Glass nch ncluding nformation nsulating, Insulation nterior nsulated Safety Glass Joint Kiln Dried King Post Laminate(d) Lavatory LB LL LT LTG LVR LT WT LVL MAX MECH MED MFR MIN MISC MTL MW NEC NIC NTS 0/ OD OC OH OPP OV PC PLAM PLYWD PSF PSI PSL PT PT PTD PWR QTY QUANT R RD REINF REQ'D REF REV RF RFG RM RO SC SCH SCHED SECT SF SG SH SIM SI SPEC SPF SQ SQ FT SS S&R STD STL STRUCT SYM TF T&G TEMP THK TOC TOG TOW TYP UNO UON VAR VENT VERT VG VIF W W/ W/O WASH WD WM WS WWM Lag Bolt Live Load Light Lighting Louver Light Weight Microlam Laminated Veneer Lumber Maximum Mechanical Medium Manufacturer Minimum Miscellaneous Metal Microwave Necessary Not in Contract Not to Scale Over Outside Diameter On Center Overhead Opposite Oven Pipe Column Plastic Laminate Plywood Pounds per Square Foot Pounds per Square Inch Parallam Parallel Strand Lumber Point Pressure Treated Painted Power Quality Quantity Range Roof Drain Reinforcing Required Refrigerator Revision Roof Roofing Room Rough Opening Sink Solid Core Schedule Schedule Section Square Foot Safety Glazing Single Hung Similar Sliding Window Or Door Specification Spruce, Pine, Fir Square Square Foot Stainless Steel Shelf And Rod Standard Steel Structural Symmetrical Top Flush Tongue and Groove Temporary, Temperature Thick Top of Concrete Together Top Of Wall Typical Unless Noted Otherwise Unless Otherwise Noted Varies Ventilation Vertical Vertical Grain Verify in Field Washer With Without Clothes Washer Warming Drawer Water Meter Wire Shelving Welded Wire Mesh Number or Pound(s) Symbols 1 SIM SIM LI_ I17_LI Utilities --N/- --SL-- --E-- --T- --TV- --TL- -FL- Centerline Section Referenced to Drawing Example: Section 1 on Drawing Sheet A101 Elevation Referenced to Drawing Example: Elevation 1 on Drawing Sheet A1.0 Detail Referenced to Drawing Example: Detail X on Drawing Sheet X.XX Window Number Door Number Floor Elevation Smoke Detector Combined Smoke and Carbon Monoxide Detector Floor Drain Exhaust Fan Fiberglass Insulation Rigid Insulation Poured Concrete Plywood Wood Framing Shim or Blocking Finished Wood Granular Fill Earth (Undisturbed) Earth (fill) Wood Framed Wall WATER SEWER LINE ELECTRICAL TELEPHONE CABLE TV STORM DRAIN (tight line) FOUNDATION DRAIN LINE (open) Dimension Notes At new construction, all dimensions are to face of framing, face of concrete, center line of columns, and centerline of windows and doors, u.n.o. At existing construction, dimensions are to finish face of materials u.n.o.. Plot plan dimensions may be rounded off - see architectural plans for true dimensions Room Dimension Requirements Reference: IRC R304 and R305 General 7'-0" minimum habitable space ceiling height. 7'40" minimum ceiling height in bathroom, laundry room, basement and corridor. Sloped ceiling (min. 5-0" must meet minimum height over 1/2 of the area.) Minimum floor area for sleeping room is 70 sq. ft. 7'-0" minimum width for habitable room. General Notes 1. All construction to be done in accordance with the code version listed below of the following codes: International Residential Code, the Washington State Energy Code, and local codes as applicable. 2. All smoke detectors in areas of new construction shall be interconnected to a device audible in sleeping areas and receive their primary power from the building wiring. Battery backup is required. Smoke detectors to be located per approved plans and following manufacturer's instructions. 3. Buildings should have approved address numbers, building numbers, or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. The numbers shall contrast from their background. Numbers shall be a minimum of 4" high and have a minimum stroke width of 1/2". 4. Usable space under stairs shall be lined with 1/2" type -x GWB and fire taped. Provide fire blocking between studs in line with stair stringers and between stair stringers. 5. Guardrails must be 36" high min. and constructed to resist a 200 PLF force at right angle to the top rail and a 50 PSF load for infill components. The max opening shall be such that a 4" dia. sphere cannot pass through. Guardrails to be located at surfaces 30" or more above grade. 6. All plumbing fixtures to meet the following standards: Toilets: 1.6GPF, Faucets: 2.5GPM, Showerheads: 2.5GPM 7. All exterior joints shall be sealed, caulked, gasketed, or weather stripped to limit air leakage at the following locations: window and door frames, openings between walls and foundations, between wall and roof, openings at penetrations of utility services, and all other openings in the building envelope. 8. Insulate and weatherstrip all attic hatches and doors. 9. All appliances to be installed per manufacturer's instructions. 10. Exhaust hood systems capable of exhausting in excess of 400 cubic feet per minute shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. 11. Programmable thermostats shall be installed at all forced air heating and cooling equipment devices. 12. Exterior hose bibs shall be of no freeze type with vacuum breaker. 13. Foundation plates shall be pressure treated and 6" min. above finish grade. 14. Provide minimum 26GA flashing and counter flashing where roof meets vertical surface. 15. Dampproof walls below grade per approved method. 16. Provide 18" min clearance from grade to bottom of floor joists and a min. of 12" to bottom of girders. 17. Structural panel components of the structure such as softwood, plywood, particle board, wafer board, and oriented strand board shall be identified as "exposure 1," "exterior," or "hud approved." 18. When there is usable space both above and below the concealed space of a floor/ceiling assembly, draft stops shall be installed so that the area of the concealed space does not exceed 1,000SF. Fire blocking shall be provided to cut off all concealed draft openings and to form an effective fire barrier between stories, and between a top story and the roof space. 19. All combustible materials surrounding a masonry fireplace shall be separated from the masonry per current code. Combustable material around a prefabricated fireplace shall meet code requirements and manufacturer's requirements. 20. Required attic access openings shall be rough framed to a minimum of 30" x 22" and have a minimum unobstructed headroom of 30" 21. Secure water heater to adjacent walls with metal strapping to meet all codes. 22. All wood in contact with concrete or masonry shall be pressure -treated with an approved perservative or (2) layers of asphalt impregnated building paper shall be provided between untreated wood and concrete or masonry. 23. Drawings may not show the full extent of GWB/plaster removal necessary to complete the project. Contractor to determine the extent of GWB/plaster removal necessary. 24. Lead paint removal shall be done according to the current RRP (Renovation, Repair, and Painting) rules as defined by the EPA and the State of Washington. 25. In the event of discrepancies in this plan set among architectural plans, structural plans, existing conditions, building codes, or any other information provided, the contractor shall notify the architect before proceeding with work. Any work performed prior to consulting the architect that is found to not conform to the contract documents shall be corrected at the contractor's expense. 26. Drawings are for reference only. The contractor is responsible for and in charge of means, methods, sequences of construction, safety issues, and fulfilling the requirements of the applicable building codes. 27. Contractor and/or owner -initiated changes shall be submitted in writing to the architect for approval prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. 28. Submittal of door, window and hardware schedules is required. Do not order until architect and owner have approved. If architect is not hired to fully review submittals the owner must perform a thorough review and is responsible for correcting any errors. 29. If contractor or owner observes poor draining soil, and/or excessive water on the site during construction (particularly water percolating up from soils), consult with architect as necessary to determine if additional drainage is required to waterproof the structure. 30. Deferred Structural Submittals: items including, but not limited to, prefabricated wood trusses, open web wood floor trusses, and steel posts & beams designed by others shall include stamped calculations, shop drawings and product data. Design shall be prepared by the SSE (Specialty Structural Engineer), who is retained by the General Contractor, Subcontractor or Supplier. Submittals shall be provided to the Architect and Structural Engineer of Record for review prior to ordering and installation. Review of the SSE's shop drawings is for general compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, and proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings and calculations. Existing single-family residence has an automatic Fire Sprinkler System. System shall be extended throughout the new addition. Contractor shall apply for permit as a deferred submittal. Drawing List A1.0 C1 C2 A1.1 A2.1 A2.2 A2.3 A3.0 A3.1 ' A4.0 A9.0 S0.0 S0.1 SO.2 S1 S2 S3 Title Sheet/Project Info Survey Survey Site Plan Main Level Floor Plan Upper Level.Floor Plan Roof Plan Building Elevations Building Elevations Building+Wall Sections Window and Door Schedules Structural Plans Structural Plans Structural Plans Structural Notes & Details Structural Details Structural Details FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. R 'pt of approved Field Copy and conditions is acknowledged: Date: City of Tukwila BUILDING DIVISION By: REv1S!ONS No changes shall inn made to the scope of work withou prior epproval of Tukwila Building Civision. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Typical Opening Locations DOORS AND WINDOWS (OR GROUPS THEROF) TO BE CENTERED BETWEEN NEAREST ADJACENT WALL INTERSECTIONS, UNLESS OTHERWISE DIMENSIONED OR PLACED NEAR CORNER OF ROOM EQ EQ EQ EQ f I I f_ DOORS PLACED NEAR CORNERS TO BE LOCATED WITH 4 1/2" BETWEEN EDGE OF ROUGH OPENING AND FRAMING OF ADJACENT WALL, UNLESS OTHERWISE DIMENSIONED WINDOWS PLACED NEAR CORNERS TO BE LOCATED SUCH THAT EDGE OF ROUGH OPENING IS FLUSH WITH FRAMING OF ADJACENT WALL, UNLESS OTHERWISE DIMENSIONED ISEPARV-i PERMIT fizQUiRED FOR: 'Machanicai Iv1 Elactrical Plumbing �GaS Piping cif jofTukwla BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 PrJ City of Tukwila BUILDING DIVISION 0 -J -J a rn N cu MI a) a) N 0 0 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com REGISTERED ARCHITECT AZIIVI NICE STATE OF WASHINGTON Residence 0 ca tt CO CO CO No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 0 2017 PERMIT CENTER Title Sheet/Project Info A1.O S 140TH ST S. 144TH ST. m TF� FOSTER GOLF q�L L LINKS F •S' S. 146TH ST S. 14811 ST. SITE 518 S. 150TH ST Z m S. 160TH ST m cr 4 o N.T.S. 0,5 VICINITY MAP ADJACENT PARCELS APN 004000-0620 (NOT A PART) APN 004000-0670 (NOT A PART) APN 004000-0630 (NOT A PART) APN 004000-0631 (NOT A PART) APN 004000-0625 (NOT A PART) APN 004000-0667 (NOT A PART) TAX PARCEL NUMBER 004000-0669 ADDRESS 4813 S.146TH STREET TUKWILA, WA 98168 AREA 13,220± S.F. BASIS OF BEARING NAD83(2011) BASIS OF BEARING FOR THIS SURVEY IS NAD83(2011) PER SUPERCEDED CONTROL VALUES ON WSDOT MONUMENT ID 134 AND ROTATED ON A LINE TO SUPERCEDED CONTROL VALUES ON WSDOT MONUMENT ID 1531. BEARING BETWEEN THESE MONUMENTS WAS HELD AS SOUTH 06'20'34" EAST. OWNER: WSDOT WSDOT MONUMENT ID NO. 1531 DESCRIPTION: WSDOT BRASS DISK LOCATION: IN THE SIDEWALK OF THE INTERSECTION OF SLADE WAY & 53RD PLACE SOUTH. NORTHING: 169898.765' EASTING: 1285844.997' ELEVATION: 236.797' OWNER: WSDOT WSDOT MONUMENT ID NO. 134 DESCRIPTION: 3" WSDOT BRASS DISK LOCATION: 62 FEET EAST OF THE NW CORNER OF THE BRIDGE, NEAR THE CENTER OF THE NORTH SIDEWALK OF 144TH STREET AND 1-5 UNDER CROSSING. NORTHING: 176247.748' EASTING: 1285139.257' ELEVATION: 163.182' VERTICAL DATUM- NAVD88 (WSDOT) THE PROJECT BENCHMARK IS WSDOT ID NO. 134, PUBLISHED NAVD88 ELEVATION EQUALING 163.182'. PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A FOCUS 30 ROBOTIC TOTAL STATION AND A SPECTRA PRECISION RANGER 3 DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES AND TOPCON GR5 NETWORK RTK GPS ROVER, WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. FLOOD INFORMATION PARCEL IS LOCATED ENTIRELY IN ZONE "X" - AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN. PER FEMA PANEL NUMBER 53033C0957 F, DATED MAY 16, 1995 BOUNDARY NOTES 1. OFF-SITE RIGHT-OF-WAY ARE SHOWN PER MONUMENTED LOCATIONS AND BEST AVAILABLE RECORDS FOR WIDTHS. NOTES 1. ALL DISTANCES SHOWN ARE IN U.S. SURVEY FEET. 2. CONTROL SURVEY WAS COMPLETED ON 03/23/2015, 03-01-2017, 03-08-2017 AND ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME. 3. TITLE INFORMATION FROM CWTITLE ORDER NUMBER CW -40140397 WAS RELIED UPON FOR THE PURPOSES OF THIS SURVEY. 4. UTILITIES ARE SHOWN PER SURFACE OBSERVATIONS, AND OTHER AVAILABLE DATA. REFERENCE DOCUMENTS 1. KING COUNTY SHORT PLAT AFN NO. 20110720900003 2. KING COUNTY BOUNDARY LINE ADJUSTMENT AFN NO. 9800251100 FOUND CASED MONUMENT 1/2" BRASS W/PUNCH DOWN 0.6' INTX 42ND AVE S AND S 144TH (DATE VISITED 3/23/2015) FOUND CASED MONUMENT 2" BRASS W/PUNCH DOWN 0.6' INTX 42ND AVE S AND S 146TH (DATE VISITED 3/23/2015) FOUND CASED MONUMENT 2" BRASS W/PUNCH DOWN 0.6' IND( 42ND AVE S AND S 148TH (DATE VISITED 3/23/2015) BOUNDARY AND TOPOGRAPHIC SURVEY NO1'22'46"E 659.79' SOUTH 144TH STREET S8T49'23"E 1319.37' FOUND CASED MONUMENT 1/2" BRASS W/PUNCH DOWN 0.65' INTX 46TH AVE S AND S 144TH (DATE VISITED 3/23/2015) ADAM S HOJ\/]r TRACTS SOUTH 146TH STREET S8754'19"E 1318.13' FOUND CASED MONUMENT 1-3/4" BRASS W/PUNCH DOWN 0.7' INTX 46TH AVE S AND S 146TH (DATE VISITED 3/23/2015) ADAJMiS HOS\/1r T RA CT S EASEMENTS 1-3 NOT SURVEY RELATED SOUTH 148TH STREET N87'49'11"W 1320.33' 4. 20' INGRESS, EGRESS AND UTILITIES EASEMENT PER BLA REC. NO. 9808251100 (NOT SHOWN; DELETED BY SHORT PLAT) 5. AGREEMENT TO GRANT ADDITIONAL EASEMENT REC. NO. 9809151316 ADDITIONAL 20' INGRESS, EGRESS AND UTILITIES IF REQUIRED (NOT SHOWN) 6. AGREEMENT FOR SEWER CONNECTION REC. NO. 991108001068 (NOT SHOWN) 7. ROAD MAINTENANCE AGREEMENT REC. NO. 20001211000263 (NOT SHOWN) 8. EASEMENTS PER SHORT PLAT REC. NO. 20001211001594 (SHOWN) 9. EASEMENT FOR UNDERGROUND ELECTRIC REC. NO. 20001212001092 (SHOWN; ALSO INCLUDES BLANKET ACCESS) 10-14 NOT SURVEY RELATED ro N 0 CALCULATED POSITION S8T49'26"E 1318.44' FOUND CASED MONUMENT LEAD & TACK DOWN 0.9' INTX 51ST AVE S AND S 144TH _ (DATE VISITED 3/23/2015) A DA S rJ O j\/J E r RA CT S CASED MONUMENT 1-3/4" BRASS W/PUNCH DOWN 0.4' `ry INTX 48TH PL S AND S 145TH ST N (DATE VISITED 3/23/2015)co S8756'37"E 790.50' S8T56'37"E 645.91' A DAM'S HOME TRACTS CASED MONUMENT 1-3/4" BRASS W/PUNCH DOWN 0.4', AND 0.08' SOUTH OF INTX 48TH PL S AND S 146TH (DATE VISITED 3/23/2015) S8756'37"E 526.68' rS8T56,371 671.28' CALCULATED POSITION N84 '57"E 15 1114841.3329.7" 4 13239.56' 22 23 0 ADAM'S HOME 1J RA C r 4 I_ I 588'05'24"E 1316.01' SITE SEE SHEET 2 FOR SITE BOUNDARY N CALCULATED -\ POSITION 0 100 200 SCALE: 1"0200' FOUND WSDOT 3" BRASS DISK MONUMENT ID NO. 134 (DATE VISITED 3/23/2015) HELD POSITION FOUND WSDOT MONUMENT ID NO. 1531 BRASS DISK (DATE VISITED 3/23/2015) 400 DOE. Of)1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER SURVEYOR'S CERTIFICATE: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE BY ME OR UNDER MY DIRECTION AND CORRECTLY REFLECTS THE CONDITIONS OF THIS SITE AS OF THE DATE OF THE FIELD S RVEY. 3/22/2017 TREVOR S. LANKTREE P.L.S. DATE • WASHINGTON REGISTRATION NO. 45789 i i c 0 0) .5 0 0. 0. Y 0 m 4, 0 0 0 z w CC U 0 CQ V 0 0 0 z z 0 ..In PTN OF THE NE1/4, OF THE NE1/4 OF SEC. 22, 1-7 co w w w 0 cc z co 0. 1- H 0 H z 0 z 2 co 0 H O SSWA q4/> 45789 0/STE' L ANO DATE SIGNED 3/22/2017 0) 0 0 < 0 CC CO ggim Q Q ■ a. LI. WA 98148 ui 0 0 0) 150 NcCq o 0 U ziZ c 0 0 N -o Y 0 C) _c 0 Approved TSL Date 122/17 N O O CO 0) O U Z Or;( 5 < N > L I cn CO inI CID � r In rt InZ m W S Z O •j� "4a u-- N 0 T a) a) X(1) Scale: 1 "=20' E a N Mar 22, 2017 — E 0 0 CASED MONUMENT 1 3/4" BRASS W/PUNCH DOWN 0.7' INTX 46TH AVE S AND S 146TH LEGEND 0 W co Z (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) 0 VLI.4 0 -0- 0 0 D4 Eet (W) -STEAM - -T(XX)- P(xx) - SD - - ss - as 4 (R#) (OH) (UG) (TYP) (c) (M) SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789) FOUND REBAR/CAP (AS NOTED) SET 2"X2" HUB/TACK LINE STAKE MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK LUMINAIRE (LUM.) YARD LIGHT ORNAMENTAL LIGHT TRAFFIC SIGNAL LIGHTS POWER METER POWER POLE JUNCTION BOX (AS NOTED) TELEPHONE MANHOLE CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) CLEANOUT (AS NOTED) GAS METER GAS VALVE WATER VALVE (WV) FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) WATER MANHOLE WATER METER BLOW -OFF / AIRVAC MONITOR WELL SIGN IRRIGATION SPRINKLER DIRECTIONAL ARROW HANDICAP CHAIN LINK FENCE WOOD FENCE HOGWIRE FENCE SILT FENCE METAL/IRON FENCE GUARD RAIL/CABLE FENCE WATER LINE GAS LINE STEAM LINE TELEPHONE LINE (OH) OR (UG) POWER LINE (OH) OR (UG) STORM LINE SEWER LINE ROCKERY KEYSTONE WALL DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE CONCRETE MARBLE TILES GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS REFERENCE SURVEYS OVERHEAD UNDERGROUND TYPICAL CALCULATED MEASURED POWER OVERHEAD WIRE ELEV.=318.39' POWER OVERHEAD WIRE ELEV.=307.75' POWE OVERHEAD WIRE ELEV.=319.48' POWER OVERHEAD WIRE ELEV.=318.42' TELEPHONE OVERHEAD WIRE ELEV.=299.98' P(OH) P(0H) SSMH RIM=279.30' BOUNDARY AND P(0H) P(OH) QOIH / P0H 44q4 P OH ,61 P O P(0H) P(0H) P(OH) FIRE HYDRANT WATER VALVE T(OH) T(OH) T(OH) TELEPHONE SAG POINT ELEV.=293.81' P(OH) P(OH) - P(OH) 0 N 0 1(OH) T(0H) TOPOGRAPHIC SURVEY POWER OVERHEAD WIRE CB RIM=274.88 ELEV.=311.65' 4" ADS N IE=271.93 POWER 4" ADS N IE=271.93 OVERHEAD WIRE 12" ADS W IE=271.73 ELEV.=312.98' 112" ADS E IE=271.63 NO PARKING SIGN P..(221,\G .TE''' (OH) ,:.-0, n1M199(OH) P(OH)T\hi- xilt r 1fnJi)_,1 T, T- �yrJ �- � ,�1 Wim, h P(�„j -=ice S1�ilTa� -_t-emu P(OH),- G ^^`.;a:., SD -{' SDHQ/� SD e(oH I R,� I�NN1_ I�l Y.- G �. � G. M19 ,l,%--= v - w -- w -I -J - VI --- e. CB RIM=z 12"\ADS W IE=2 1 ^°' �,'a1 12" AVE IE=26 I 1 645.91' EP i'VF:11:1-17735-4T' Tr t=. T(oH) TPOLE_W/600 35� OVERHEAD TELEPHONE WIRE ELEV.=289.99' A n�15 x "(OK) - TELEPHONE OVERHEAD WIRE ELEV.=291.07' POWER POLE W/TRANSFORMER yI&„LUMINAIRE (OH7' 1 ,, P 6i�j9.(8H) 'PONE, 2VERH WIRE ul ELEV=2.940-� `g, . 16 a � P TELEPHONE SAG POINT ELEV.=289.17' P(OH) .OM1°Y`' (OH) P(OH) 1bs?`'- P(OH) G-,, 0 : h0-0 w --OVER' W .-' w- "r'iR w -,� w - OVERH D P WER �' EV.=3111.74' 0.50',,1,°'b v• �UNDERGROUKD^ SOUTH 146T11�STRE T 100 A, 4 `�i�- 6i3,(OH)d,)Hr _ _ POWER OVERHEAD WIRE -se (Gi ° H�=SD N(?4j - SR � �D _ 4' 6 ELEV.=293.71' VJ ---+ 1 w - W - W - W - W -- W -`'7 --- �LiNE a '7 -w -w -W - CB RIM=262.85 POWER 12" ADS W IE=260.45 OVERHEAD WIRE 12" ADS E IE=260.35 ELEV.=305.26' POWER - OVERHEAD WIRE ELEV.=305,14' OVERHEAD POWER PILEV.=306N'- TELEPHONE OVERHEAD WIRE ELEV.=288.84' POWER POLE W/UG 0 44.59' N 12" CMP ?CULVERT �` POW02 VAULT 1Q g <9 +M1 NO IE OT ti' (j M1` e, 50 " FOR A GNMENT UG TEL.(2X) SIGN ADDRESSES, #4813, 4815 & 4817 FOUND 1/2" REBAR,,, (DISTURBED BENT) CYCLONE FENCE 0.2' W. OF LNE CHAI FELK S 27a5'T(OH) (ORT ToH) }L T(.(1-1) T(o1-1)I&1�5:�5T(OH) ) T(OH) METERWATFR - "3 -1M1b°gig TELEPHONE \'R°'2-';' 1(7'1 .0 RT PEfj SHOL)41 . L99-00 N N CYCLONE FENCE 0.3' W. OF LINE SET REBAR & CAP LS #45789 1- 1 0 LiASPHALT I .1 I H �" � I CYCLONE FENCg 0.4' W. OF -LINE) CHAINLINK FENC 0.3'W OF LIN b �11�. P60 1 � 4 69 59 BASKETBALL 1 ob, HOOP 1 1OUTH \-/-:°' 9\ 14648TH1 STREET SAG POINT ELEV.=282.31' 20'RECIPROCAL ACCESS AND UTILITY EASEMENT AND RESERVATION REC. NO. 20151216000960 113 I ,\�'�\I '\ 2",/ DEC. 0 "11,1e k\.•'' 4'149 .[,0„ 1 e �J a J ' \I 111 ' , GATE 4 0 2NING r. 27zeWALLS DOOR c lLPEX. GARAGE FOOTPRINT 532± SQ. FT. 1 CHAINLINK FENCE 0.8'W OF-1-14NE J /ry N8756'04"W 89.01' SPHALT "I.1y %,63a61 V\ ?,S 4�/ \ 20.0' - ISR SHORT 'P NO. L99-00014,; 4' (H) CHAINLINK FENCE �q� r SET REBAR & CAP LS #45789 EDGE TREE FARM CHAINLINK FENCE 0.7'W OF,, -LINE p 11'x' APN 004000-0620 ti STAR NURSERY POWER "VAULTIk"' (1., LOT 1 EX. HOUSE FOOTPRINT 1,501± SQ. FT. 4817 SOUTH 146TH STREET APN 004000-0667 11 - RAD VINAYAK 1n, RD OPOWERNWALL METER ' MISC. d 0 oi N o z M1,3 1i /Q ,ASPHALT DEG. SET MAGNAIL & WASHER IN WOOD RET. WALL__ DERGROUND, ELECTRIC EASEMEPT `\ C. NO. 2060121200109,2 -l-01' 1 CB RIM= 71:69 ���.. P,�, .p(UG) N884 '34"W 89.00' -- '��fiar UNDERGROUND c3 44''„WOOD ' LANDSCAPE '� POWER VAULT ` FENCE ,a iE 270. 4 61 �,�,,, �, TRELLIS 4"X DEC iT _,eg bpp' ��G'� i`��M1�9'� �1'� , ��/\� Y yO�k. - a \1.4.010.-.0 ::,5,HAWTI_HroO,R:E, ��e �2" 2; �''�" - ARI 4"iHAWTHS 00 1ti % CG�r�G� f -- ��,i M1\i -, GAS METER HERRY n,a 0 TELEPHONE OVERHEAD WIRE ELEV.=281.42' T(OH) T(0H) 10 20 SCALE: 1"•2O' 6' (H) WOOD FENCE -+- 0.5'E 1°b1 N01'13 10.72' N. FACE KEYSTONE WALL 0.1'N OF PROPERTY -LINE FENCE IS 2 h N N � O N rn W o � Z W z > WATER VALVE SSMH RIM=261.22' 0 N 'TELEPHONE (POLE 40 OF PROPERTYIISINE YARD DRAIN 13"FIR RIM=266.96' ,66p6 L,16'INTERS CTIONEFENCE WITH ' 4' (H) CYCLONE FENCE 1660.1' WEST & 2.5' NORTH OF CORNER FIRE HYDRANT WATER VALVE CASED MONUMENT 1-3/4" BRASS W/PUNCH DOWN 0.4', AND 0.08' SOUTH OF INTX 48TH PL S AND S 146TH (DATE VISITED 3/23/2015) J M1bbb NDSCAPE t ELL'IS 273.74/ IRRIG. \ F.F.=273.42' VALV S ROOF TOP -MP.) 3 ' - I -ELEV =305:12' EX. HOUSE FOOTPRINT WATER - 1,568± SQ. FT. FAUCET 4813 SOUTH 146TH STREET STAIR SIDEWALK 20'RECIPROCAL ACCESS AND UTILITY EASEMENT AND RESERVATION0.P REC. NO. 20151216000980 272.36 CB RIM-2Z1.9e BOTTOM OF ELBOW- 270 CHAINLINK FENCE 0.4'W OF LINE CYCLONE FENC FOUND 1/2" REBAR & CAP ILLEGIBLE AIRS RY w y �` ;x11/ DECKsv1 t -, f -,Z' -,NG p I / I /o --� ' 06 / APN 0040 -0669 GINNING OF 4' (H) WOOD FENCE. END OF 4' (H) CYCLONE FENCE. 4' (H) CYCLOOE FENCE 0.6' NORTH F CORN\ER TE N 3'X'4/4"X2 661p DEC.' 0.1'E ' (H) \ CYCLONE APN 004000-0630 DARRELL CEBALLOS HEDGE DEC. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVlSlON CITY OF TUKWILA AUG S 2011 PERMIT CENTER, cc 0. 0 0 0 TOPOGRAPHIC SURVEY cc 0 0 1 - PTN OF THE NE1/4, OF THE NE1/4 OF SEC. 22, cc co 0 >- 0 co 1- 1- z 0 0) a. 0 ca WA 98148 1- LJJ C 0 0 CN N 11 Designed _NIL Date 3/22/17 00 LLJ LiJ OC -93 CD EJJ (0 CS) cn 4- 0 cNi 0 ro Mar 22, 2017 — 0 N 88° 46' 34" W 89.00' 82'-11" UNDERGROUND ELECTRIC EASEMENT REC. NO. 20001212001092 existing driveway Jri- - ',(e) 4' wood fence 4" Hawthorne (e) lawn 6" Cherry i 0 20'-0 FRONT SETBACK, 48'-11" 0) 0 -a D.S. 4" Hawthorne j (Remove) \ r REMOVE (E) CONC. PATIO 1'-7" m (e) catch basin x 4" Cherry 21' - 8", (Remove) NEW GARAGE APRON L_ H -4;7r "5'-0" SIDE SETBACK 21' 8 J 6'-11" j I L_ _ N N 25'-7 SEE A2.1 FOR UTILITY METER LOCATIONS z O w N s m m m �o n N87°56'04"W 34.25' D.S. PROPOSED TWO- STORY ADDITION w/ GARAGE 14'-5 , -1.__ (E) KEYSTONE WALL, 1 REMOVE AS REQUIRED f r ''.0 22' - 11" PRIMARY ENTRANCE REMOVE (E) CONC WALK, REPLACE WITH SPACED PAVERS 4" Cherry (e) lawn 1'-2" 6'-6" 12" & 22" Maple (Remove) EXISTING TWO- STORY SFR 43'-7" J L EXISTING PORCH ROOF OH 20'-0 Reciprocal Access and Utility Easement Rec. No 20151216000960 IE Pine shrubs (e) catch basin -4"t • Site Plan 1/8" = 1'-0" S 87° 55' 49" E 123.25' 1'-7" D.S. TIE DOWNSPOUT INTO EXISTING DRAINAGE SYSTEM, TYP. • 1'-3" 1 • • 10'-0" REAR SETBACK • REMOVE (E) SHED 40001 40.0-00400 00:33=00 0 40 gagl=ecs-erwr-,,,Icrev-a-en rn 03 2 • cp • • 6"/5"13" DEC. Project Project Address: Owner: Assessor Parcel #: Legal Description: Project Description: 4813 S 146th Street, Tukwila WA 98168 Vinayak Rao 004000-0669 ADAMS HOME TRACTS LOT 2 CITY OF TUKWILA SHORT PLAT NO L15-0038 (VINAYAK RAO SHORT PLAT) RECORDING NO 20160105900001 (BEING A PORTION OF NE QTR NE QTR STR 22-23-04) Main level addition to existing 2 -story single family residence including new 2 car garage with living space above. Land Use/ Zoning Zone: Lot Size: Development Area: Building Footprint: Front Setback: Min. Req'd: Proposed: North Side Setback: Min. Req'd: Proposed: North Side Setback 2: Min. Req'd: Proposed: North Side Setback 3: Min. Req'd: Proposed: Rear Setback: Min. Req'd: Proposed: South Side Setback: Min. Req'd: Proposed: Height Limit: Maximum Height: Existing Height: Addition Height: Parking: Required: Proposed: LDR 13,220 SF Maximum Development Area Coverage shall be 45% on lots greater than or equal to 13,000 square feet. Existing House: Existing Driveway: Proposed Addition: 2253 SF 2799 SF 880 SF 5932 SF Total = 44.9%, therefore okay Footprint Area: 2724 SF (proposed) = 20.6%, therefore okay Permitted Area: Maximum total footprint of all residential structUres located on a lot in the Low -Density Residential District shall be limited to 35% of the lot area and reduced by 0.125% for each 100 square feet of lot area in excess of 6,500 square feet and less than 19,000 square feet. 13,220 SF - 6500 SF = 6720 SF 6720 SF x 0.00125 = 8.4% 35% - 8.4% = 26.6% 26.6% x 13,220 = 3517 SF 14'-4" 8'-4" 27'-9 1/2" (Midpoint of highest existing pitched roof) 24'-8 1/2" (Midpoint of highest proposed pitched roof) 2 spaces 2 spaces Building Square Footage: Existing Main Level: 1555 SF New Main Level: 325 SF New Garage: 454 SF Existing Upper Level: 1322 SF New Upper Level: 779 SF Total Existing: 2877 SF Total Proposed: 3981 SF House with 454 SF Garage I REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION -J ED - 0 3104 Western Avenue Suite 107 ESeattle WA 98121 206.204.0490 www.motion-space.com 8721 STATE OF WASHINGTON AAA NICE CO CO a) .L) (7) -c a) N---'1" o 4-5 No. Date Revision Description DATE 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Site Plan 1)\--1- 19_, Al , 1 LIFE SAFETY REQUIREMENTS Stairs Reference IRC R311.7 Minimum 36" clear width. Maximum 7 3/4" rise. Minimum 10" run. Minimum 6'-8" head room. Handrail 34"-38" above tread nosing. Handrail grasping dimension 1-1/4" minimum - 2" maximum. For winding stairs provide a minimum 10" tread at 12" from the narrowest point. Decks/Guardrails Reference IRC R312 Guard (guardrail) required for walking surfaces 30" above adjacent grade or floor below. 36" high required minimum. 4" maximum clear space between intermediate rails. Smoke Detectors Reference: IRC R314 Detectors shall be installed in accordance with the approved manufacturer's instructions and in accordance with IRC R314. Must be powered by interconnected building wiring, and have battery back-up in new construction and additions and anywhere where the interior surfaces of the space are removed or access for wiring is available through a crawl space or attic. May be battery -powered in alterations except when wiring can be installed without removal of interior finishes. Required in sleeping rooms, outside sleeping areas, and other floors (including basements). Any alarm must be clearly audible in all bedrooms. Carbon Monoxide Alarms Reference: IRC R315 For new construction, and for alterations, repairs and additions to existing dwellings, that require a permit, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units. In a building where a tenancy exists, the tenant shall maintain the alarm as specified by the manufacturer, including replacement of the batteries. Single station carbon monoxide alarms shall be listed as complying with UL 2034 and shall be installed in accordance with this code and the manufacturer's installation instructions. Emergency Escape & Rescue Reference IRC R310 One window (or door) in basement and each bedroom must meet these requirements: 5.7 sq. ft. minimum net clear open area (windows with maximum sill height 44" above or below grade may have 5.0 sq. ft minimum net clear open area). 20" minimum clear open width. 24" minimum clear open height. 44" maximum sill height. Window wells require minimum 3'x3' but must permit full opening of window. Ladder escape okay. SD SMOKE DETECTOR Ci) CO/SMOKE DETECTOR EXHAUST FAN 50 CFM (min.) UNO Crawl Space Ventilation Code Reference: R408.1, R408.2 The under -floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement) shall have ventilation openings through foundation walls or exterior walls. The minimum net area of ventilation openings shall not be Tess that 1 square foot for each 300 square feet of under -floor area. One ventilating opening shall be within 3 feet of each corner of the building, except one side of the building shall be permitted to have no ventilation openings. In addition, a ground cover that meets the requirements of 502.1.6.7 of the WSEC (Chapter 51-11 WAC) shall be installed. Ventilation openings shall be covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed 1/4 inch. 1. Perforated sheet metal plates not less than 0.070 inch thick. 2. Expanded sheet metal plates not less than 0.047 inch thick. 3. Cast-iron grill or grating. 4. Extruded load-bearing brick vents. 5. Hardware cloth of 0.035 inch wire or heavier. 6. Corrosion -resistant wire mesh, with the least dimension being 1/8 inch. Crawl Space Ventilation Calculations: Required Area: 275 SF x 1/300 = 0.92 sf = 132 SQ IN. Provided Area: (4) 128 SQ IN vents = 512 SQ IN. existing driveway 3' - 6 1/4" • (2 3'-11" NEW HOSE BIB - VERIFY LOCATION w/OWNER GARAGE FLOOR SLAB @ MAX. 71/2" BLW. MUDROOM FINISH FLOOR RELOCATE (E) HB NEW GAS METER, MAINTAIN REQUIRED CLEARANCES NEW FLOOR DRAIN, INSTALL TRAP PRIMER D.S. 21' - ", NEW APRON FOR GARAGE' y' wallfl' -�; 106 0' - Garage ,' (UNHEATED) 1/2" TYPE 'X' GWB ON GARAGE WALLS 5/8" TYPE 'X' GWB ON GARAGE CEILING = 'REMOVE (E) :ELECTRICAL METER (E) Playroom - Convert to Mudroom (E) Parlor .."1: 50 CFM MIN LOCATE DOOR AS REQUIRED ..FOR EXISTING • EQUIPMENT IN UTILITY ROOM. (e) elec. (e) hot water panels (E) Utility / Sprinkler - /4 Bath REMOVE (E) GAS METER • 5' - 10" NEW ELECTRICAL METER D.S. 01) s A02; a w a w -(105 (104) trt oo r � M 2'-11" • 2 -11" -5 1/2" SD' I LIFE (E) Pantry (E) 1/2 Bath O (E) Dining Room (103) 12'-03/4" <A03> 1'-6" Guest Bedroom 0 2 1 11'-71/4" e combined smoke and CO detector (E) Kitchen & Family Room eIN Main Level Floor Plan 1/4" = V-0" (A04 EG D.S. (e) hose bib REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION • 0 0 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com 8721 REGISTERED HITECT M NICE STATE OF WASHINGTON (1) E 0 00 CO N"'" 00 CD () (7) -c a Ct T-11- 0 ® Ct v, co No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Main Level Floor Plan A2.1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION j Exhaust Systems REFERENCE RESIDENTIAL CODE CHAPTER 15 (2015) SECTION M1501 - GENERAL The air removed by every mechanical exhaust system shall be discharged to the outdoors in accordance with Section M1506.2. Air shall not be exhausted into an attic, soffit, ridge Vent or crawl space. Exception: Whole -house ventilation -type attic fans that discharge into the attic space of dwelling units having private attics shall be permitted. Exhaust ducts are to be constructed of smooth bore noncombustible material and are to be insulated as required by code. See Chapter 15 for additional code requirements. SECTION M1502 - CLOTHES DRYER EXHAUST Ventilation duct for the dryer shall be 4" diameter metal and provided with a backdraft damper concealed in construction. Install dryer and exhaust per dryer manufacturer's instructions. SECTION M1503 - RANGE HOODS Exhaust hood systems capable of exhausting in excess of 400 CFM shall be provided with makeup air at a rate approximately equal to the exhaust air rate. Such makeup air systems shall be equipped with a means of closure and shall be automatically controlled to start and operate simultaneously with the exhaust system. SECTION M1506 - EXHAUST DUCTS AND EXHAUST OPENINGS Air exhaust openings shall terminate not less than 3 feet from property lines; 3 feet from operable and nonoperable openings into the building and 10 feet from mechanical air intakes except where the opening is located 3 feet above the air intake. Openings shall comply with Sections R303.5.2 and R303.6. SECTION M1507 - MECHANICAL VENTILATION (M1507.4 Local exhaust) Local exhaust shall be provided in each kitchen, bathroom, water closet, laundry room, indoor swimming pool, spa, and other rooms where water vapor or cooking odor is produced. Local exhaust systems shall be designed to have the capacity to exhaust the minimum air flow rate determined in accordance with Table M1507.4: Kitchens: 100 cfm intermittent or 25 cfm continuous. Bathrooms -Toilet Rooms, laundry rooms, indoor swimming pools, spas: Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. Exhaust fans providing local exhaust shall have a minimum fan flow rating not less than 50 cfm at 0.25 inches water gauge for bathrooms, laundries, or similar rooms and 100 cfm at 0.25 inches water gauge for kitchens. Exception: Where a range hood or down draft exhaust fan is used to satisfy the local exhaust requirements for kitchens, the range hood or down draft exhaust shall not be less than 100 cfm at 0,10 inches water gauge. M1507.4.2 Local exhaust controls. Local exhaust systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. Local exhaust system controls shall be readily accessible. SECTION M1507 - MECHANICAL VENTILATION (WHOLE HOUSE VENTILATION) (See 2015 Building Code for complete code section requirements) M1507.3 Whole -house mechanical ventilation system. Whole -house mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3,7.3. M1507.3.1 System design. Each dwelling unit or guestroom shall be equipped with a ventilation system complying with Section M1507.3.4, M1507.3.5, M1507.3.6 or M1507.3.7. Compliance is also permitted to be demonstrated through compliance with the International Mechanical Code. M1507.3.2 Control and operation. 1. Location of controls. Controls for all ventilation systems shall be readily accessible by the occupant. 2. Instructions. Operating instructions for whole -house ventilation systems shall be provided to the occupant by the installer of the system. 3. Local exhaust systems. Local exhaust systems shall be controlled by manual switches, dehumidistats, timers, or other approved means. 4. Continuous whole -house ventilation systems. Continuous whole -house ventilation systems shall operate continuously. Exhaust fans, forced -air system fans, or supply fans shall be equipped with "fan on" as override controls. Controls shall be capable of operating the ventilation system without energizing other energy -consuming appliances. A label shall be affixed to the controls that reads "Whole House Ventilation (see operating instructions)." 5. Intermittent whole -house ventilation systems. Intermittent whole -house ventilation systems shall comply with the following: 5.1. They shall be capable of operating intermittently and continuously. 5.2. They shall have controls capable of operating the exhaust fans, forced -air system fans, or supply fans without energizing other energy -consuming appliances. 5.3. The ventilation rate shall be adjusted according to the exception in Section M1507.3.3. 5.4. The system shall be designed so that it can operate automatically based on the type of control timer installed. 5.5. The intermittent mechanical ventilation system shall operate at least one hour out of every four. 5.6. The system shall have a manual control and automatic control, such as a 24-hour clock timer. 5.7. At the time of final inspection, the automatic control shall be set to operate the whole -house fan according to the schedule used to calculate the whole - house fan sizing. 5.8. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." M1507.3.2.1 Operating instructions. Installers shall provide the manufacturer's installation, operating instructions, and a whole -house ventilation system operation description. M1507.3.3 Mechanical ventilation rate. The wholehouse mechanical ventilation system shall provide outdoor air to each habitable space at a continuous rate of not less than that determined in accordance with Table M1507.3.3(1). Exception: The whole -house mechanical ventilation system is permitted to operate intermittently where the system has controls that enable operation for not less than 25 -percent of each 4 -hour segment and the ventilation rate prescribed in Table M1507.3.3(1) is multiplied by the factor determined in accordance with Table M1507.3.3(2). Table M1507.3.3(1) Continuous Whole -House Mechanical Ventilation System Airflow Rate Requirements Unit Dwelling U Floor Area bit(sf)Airflow Number of Bedrooms 0-1 2-3 4-5 6-7 >7 in CFM < 1,500 30 45 60 75 90 1,501 - 3,000 45 60 75 90 105 3,001 - 4,500 60 75 ® 105 120 4,501 - 6,000 75 90 105 120 135 6,001 - 7,500 90 105 120 135 150 > 7,500 105 120 135 150 165 Table M1507.3.3(2) Intermittent Whole -House Mechanical Ventilation Rate Factors Run -Time Percentage in Each 4 -Hour Segment 25% 33% 50% 66% 75% 100% Factor 4 3 2 1.5 1.3 1.0 SECTION M1507 - MECH. VENTILATION (WHOLE HOUSE VENTILATION) (See 2015 Building Code for complete code section requirements) N11507.3.4 Whole -house ventilation using exhaust fans. A system which meets all the requirements of this section shall be deemed to satisfy the requirements for a whole -house ventilation system. M1507.3.4.1 Whole -house ventilation fans. Exhaust fans providing whole -house ventilation shall meet the requirements of M1507.3.4.1 (reference original code). M1507.3.4.2 Fan noise. Whole -house fans noise ratings shall meet the requirements of M1507.3.4.2 (reference original code). Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached ductwork using insulated flexible duct or other approved material. M1507.3.4.3 Fan controls. The whole -house ventilation fan shall meet the requirements of Sections M1507.3.2 and M1507.3.2.1. M1507.3.4.4 Ventilation opeings. Outdoor air shall be distributed to each habitable space by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means. Doors shall be undercut to a minimum of 1/2 inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: 1. Have controllable and secure openings; 2. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; 3. Provide not less than 4 square inches of net free area of opening for each habitable space. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: 3.1. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. 3.2. Where it will pick up objectionable odors, fumes or flammable vapors. 3.3. A hazardous or unsanitary location. 3.4. A room or space having any fuel -burning appliances therein. 3.5. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. 3.6. Attic, crawl spaces, or garages. LIFE SAFETY REQUIREMENTS Stairs Reference IRC R311.7 Minimum 36" clear width. Maximum 7 3/4" rise. Minimum 10" run. Minimum 6'-8" head room. Handrail 34"-38" above tread nosing. Handrail grasping dimension 1-1/4" minimum - 2" maximum, For winding stairs provide a minimum 10" tread at 12" from the narrowest point. Decks/Guardrails Reference IRC R312 Guard (guardrail) required for walking surfaces 30" above adjacent grade or floor below. 36" high required minimum. 4" maximum clear space between intermediate rails. Smoke Detectors Reference: IRC R314 Detectors shall be installed in accordance with the approved manufacturer's instructions and in accordance with IRC R314. Must be powered by interconnected building wiring, and have battery back-up in new construction and additions and anywhere where the interior surfaces of the space are removed or access for wiring is available through a crawl space or attic. May be battery -powered in alterations except when wiring can be installed without removal of interior finishes. Required in sleeping rooms, outside sleeping areas, and other floors (including basements). Any alarm must be clearly audible in all bedrooms, Carbon Monoxide Alarms Reference: IRC R315 For new construction, and for alterations, repairs and additions to existing dwellings, that require a permit, an approved carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units. In a building where a tenancy exists, the tenant shall maintain the alarm as specified by the manufacturer, including replacement of the batteries. Single station carbon monoxide alarms shall be listed as complying with UL 2034 and shall be installed in accordance with this code and the manufacturer's installation instructions. Emergency Escape & Rescue Reference IRC R310 One window (or door) in basement and each bedroom must meet these requirements: 5.7 sq. ft. minimum net clear open area (windows with maximum sill height 44" above or below grade may have 5.0 sq. ft minimum net clear open area). 20" minimum clear open width. 24" minimum clear open height. 44" maximum sill height. Window wells require minimum 3'x3' but must permit full opening of window. Ladder escape okay. Wall Key New Wall Existing Wall Demo Wall SD SMOKE DETECTOR CD CO/SMOKE DETECTOR 1I�EXHAUST FAN 50 CFM (min.) UNO D.S. N (2 40' - 0 1/4" 3') 21'-8" 18'-41/4" WINDOWS TO ALIGN w/ GARAGE DOOR BLW. (SEE BLDG. ELEVATION) (B01) (B05) Office EQ EQ B MINI REF BEV REF I I (B04) (E) CLOSET DOORS TO REMAIN SINK w/ FILTERED DRINKING WATER 0 0 B 11'-83/4"+/- Gym (E) Bedroom SD (E) CLOSET DOORS TO BE MOVED TO THIS LOCATION 203 48" H. WALL 3 1/2" 3'-3" (802) \ rte. Play Room 12' - 3" D.S. ALIGN WINDOW C.L. w/ ROOF RIDGE 7' - 2 5/8" +/- raised floor Media Room ,-3 1/2" (204) fC (201) (E) Bath ALIGN raised floor i� +7 3/4" 18' - 0 3/4" (E) Master Closet (e) attic access to both new and existing attic spaces (E) Bedroom (E) Master Bath (E) Master Bedroom Upper Level Floor Plan 1/4" = 1'-0" • CB� (E) D.S. RE -USE OR REPLACE IN SAME LOCATION CONTRACTOR TO VERIFY THAT EXISTING WHOLE HOUSE EXHAUST FAN MEETS ALL VENTILATION REQUIREMENTS. INSTALL NEW FAN IF REQUIREMENTS NOT MET. b11- ou2- 0 0 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com 8721 REGISTERED .�. CHITECT r N ATE OF WASHINGTON a) U .170 (7) N O co 00 ca No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Upper Level Floor Plan A2.2 Roof Ventilation Code Reference: R806.1, R806.2, R806.3 Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilating openings shall be provided with corrosion -resistant wire mesh with 1/8 inch minimum to 1/4 inch maximum openings. The total net free ventilating area shall not be Tess that 1/150 of the area of the space ventilated, but may be reduced to 1/300, provided that at least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated no more than 3 feet below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet below the ridge or highest point of the space shall be permitted. As an alternative, the net free cross -ventilation area may be reduced to 1/300 when a vapor barrier having a transmission rate not exceeding 1 perm is installed on the warm -in -the -winter side of the ceiling. Where eave or cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1 -inch space shall be provided between the insulation and the roof sheathing and at the location of the vent. Roof ventilation calculations: 833 SF / 300 (with vapor barrier) Soffit Vents: 8.5 sq in. per linear foot = 39'-6" x 8.5 Ridge Vents: 18 sq in. per linear foot = 41'-0" x 18 New attic area: 833 SF Required Ventilation Area = 400 sq in. Provided Area, Soffit = 336 sq in. Provided Area, Ridge = 738 sq in. Total Provided Area = 1,074 sq in. CAP END OF GUTTER w/ BARGE RAFTER TO MATCH (E) HOUSE. INSTALL FLASHING AND ROOFING OVER BARGE RAFTER TYP. D.S. NEW ASPHALT SHINGLE ROOF @ ADDITION LINE OF WALL BELOW, TYP. 1' - 7"' y'. NEW GUTTERS @ ADDITION, TYP. (E) D.S. TO REMAIN '6"/12" 0" RIDGE VENT N W CL W z M • D.S, 6" / 12" MODIFY EXISTING HOT WATER HEATER VENT REQUIRED 1'-7' NEW VALLEYS DOWNSPOUT COLLECTOR BOX NEW MEMBRANE ROOF. INSTALL UNDER ADJACENT ROOFING, MIN. 36". OVERLAP ROOF PAPER OVER MEMBRANE ROOF. 8" / 12" W 0 uJ z NEW ASPHALT SHINGLE ROOF @ ADDITION - TO MATCH EXISTING 8" / 12" 1'-7' 1 uJ 0 (E) RIDGE': NEW VALLEYS (NEW ROOF OVERFRAMES EXISTING) (E) RIDGE eN Roof Plan 1/4" = l'-0" NEW ROOF - EXTENDS PLANES OF (E) GABLE ROOF (E) D.S. RE -USE OR REPLACE IN SAME LOCATION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION 0 0 3104 Western Avenue Suite 107 Seattle WA 98121 206/04.0490 www.motion-space.com 8721 REGISTERED RCHITECT Z ¢w IM NICE STATE OF WASHINGTON CO T"'" M W cp 70 -1--I (7) - Ct V, Ct No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Roof Plan oaG. A2.3 Upper Top Plate 293' - 2 3/4" Upper Level Subfloor 284' - 3 3/4" Main Level S 273' • AVERAGE GRADE PLANE EXISTING & FINISH GRADE. DRAIN WATER AWAY FROM HOUSE rn N 0 00 z w w O w 0 1- z 0 2 (A) 0 .3; ALIGN ROOF PEAK w/CENTER OF WINDOW IJ1 _I ! L 1 U1 I +ILLI UJ [[1 '1111' 11"11 1I] 11 11 l:�_ :.I II 11 1 III 11111 111 11 It11.1.1:11. l li 11 EL.A _I 1J1'' 1'L L•l l. _• SHINGLES & EAVE 'BRACKETS TO MATCH EXISTING t 1 :1 1. ! 1 "I 12' 1 IL I 1 1C1 11 1l 1.1 i IJl_ IL I:L Ill ,1 1 �_ L! -L 1= I �_J_ iLlLIII J'11i_1.,_ 111.— HI ! 1 11 1.111 1 11 I I 11 i 1 11_11 LI ILLI r 1. ['1111 1111 11'11111111111'11 I1111111F111 j 11 1 11 l I 1, I.11 11. 11 IL 1 11_11 I LII I IJ U 111__L_1LI_L1i _. Li 11.11 11 1 H Li -i �J IL _:-1 I, L -J L LI 1..11 L_1 L lU 1111 I1IL 11_� .�_ ,III Il'1�,I 1 i 1.1, 1 I 11 X1111 �Ill1 11;111111111 11.111 1811 ll ;l ALIGN ALIGN MATCH EXISTING SIDING AND TRIM, TYP. N CO N MIDPOINT OF HIGHEST PROPOSED PITCHED ROOF: I 1 NEW LIGHT FIXTURE NEW LIGHT FIXTURE North Elevation 1 1/4" = 1'-0" KBO5)' 1' NEW CRAWL SPACE VENTS NEW HOSE BIB - VERIFY LOCATION w/OWNER West Elevation 1/4" 1-0 UNDER PORCH: INSTALL ADDITIONAL CRAWL SPACE VENTS AS NEC. TO REPLACED REMOVED VENTS ON NORTH FACADE Upper Top Plate 293' - 2 3/4" Upper Level Subfloor 284' - 3 3/4" Main Level Subfloor 273' - 4 1/4" REVIEWED FOR CODE COMPLIANCE .IbfloafIP OVED 41/AUG 292017 City of Tukwila BUILDING DIVISION 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com 8721 REGISTERED CSI ITECT IRA '' CE STATE OF WASHINGTON -F-+ E CU 0 Residence 0 co 00 00 l� r r 00 No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Building Elevations D��- Dava. A3.0 CB03> 1' I T ALIGN ALIGN MATCH EXISTING SIDING AND TRIM, TYP. N CO N MIDPOINT OF HIGHEST PROPOSED PITCHED ROOF: I 1 NEW LIGHT FIXTURE NEW LIGHT FIXTURE North Elevation 1 1/4" = 1'-0" KBO5)' 1' NEW CRAWL SPACE VENTS NEW HOSE BIB - VERIFY LOCATION w/OWNER West Elevation 1/4" 1-0 UNDER PORCH: INSTALL ADDITIONAL CRAWL SPACE VENTS AS NEC. TO REPLACED REMOVED VENTS ON NORTH FACADE Upper Top Plate 293' - 2 3/4" Upper Level Subfloor 284' - 3 3/4" Main Level Subfloor 273' - 4 1/4" REVIEWED FOR CODE COMPLIANCE .IbfloafIP OVED 41/AUG 292017 City of Tukwila BUILDING DIVISION 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com 8721 REGISTERED CSI ITECT IRA '' CE STATE OF WASHINGTON -F-+ E CU 0 Residence 0 co 00 00 l� r r 00 No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Building Elevations D��- Dava. A3.0 South Elevation 0 1/4" = 1'-0" (D) © East Elevation 1/4" 11-0" (e) hose bib (e) crawl space access to remain EXISTING NEW INSTALL VERTICAL TRIM PIECE AS NEC. AT SIDING TRANISITION. EXISTING HOUSE MAY HAVE COMBINED SIDING AND SHEATHING PRODUCT INSTALLED. TRIM MAY BE NECESSARY TO COMPENSATE FOR ADDITIONAL THICKNESS OF SHEATHING LAYER AT NEW ADDITION. NEW CRAWL SPACE VENTS Upper To. Plate 293'-23/4" Upper Level Subfloor 284' - 3 3/4" Main Level Subfloor 273'-41/4" Upper Top Plate k 293'-23/4" Upper Level Subfloor 284' - 3 3/4" Main Level 27 b11 - FOR COD COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION 0 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com 8721 REGISTERED CHITECT I NI STATE OF WASHINGTON v, • E t a a) U N 70(7)N CtcoO Ct 00 CU 00 Q Fla r VJ M r 00 ect No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Building Elevations A3.1 (A04) EG 1' T INSTALL VERTICAL TRIM PIECE AS NEC. AT SIDING TRANISITION. EXISTING HOUSE MAY HAVE COMBINED SIDING AND SHEATHING PRODUCT INSTALLED. TRIM MAY BE NECESSARY TO COMPENSATE FOR ADDITIONAL THICKNESS OF SHEATHING LAYER AT NEW ADDITION. NEW CRAWL SPACE VENTS Upper To. Plate 293'-23/4" Upper Level Subfloor 284' - 3 3/4" Main Level Subfloor 273'-41/4" Upper Top Plate k 293'-23/4" Upper Level Subfloor 284' - 3 3/4" Main Level 27 b11 - FOR COD COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION 0 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com 8721 REGISTERED CHITECT I NI STATE OF WASHINGTON v, • E t a a) U N 70(7)N CtcoO Ct 00 CU 00 Q Fla r VJ M r 00 ect No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Building Elevations A3.1 RIDGE VENT EAVE BRACES TO MATCH EXISTING TJIs PER STRUCTURAL TJIs PER STRUCTURAL w/ BATT INSULATION NEW ADDITION EXISTING HOUSE r • • ♦ • • AAAA • •••• • ••• . _- -- • t�•---- -AAA, .• . 111T - Upper Top Plate 293' - 2 3/4" (E) Master Bedroom (E) Master Bath (E) Kitchen & Family Room Upper Level Subfloor 284' - 3 3/4" Main Level Subfloor 273' - 4 1/4" NEW CRAWL SPACE Building Section 1/4" =1-0 COMP. SHINGLE ROOFING TO MATCH (E) o/ MFR. APPROVED ROOFING UNDERLAYMENT o/ ROOF SHEATHING PER STRUCTURAL R-49 INSULATION AT ROOF; PROVIDE INSULATION BAFFLE TO MAINTAIN 1" AIR GAP MATCH EXISTING ASPHALT SHINGLE ROOFING 5/8" GWB o/ VAPOR RETARDER BLOCKING (DRILL FOR ROOF VENTILATION & STAPLE INSECT SCREEN TO BACK OF BLOCKING) FLASHING NEW GUTTER & FASCIA TO MATCH EXISTING TRUSS PER STRUCTURAL MATCH EXISTING EAVE TYP. WALL ASSEMBLY: BOARD & BATTEN SIDING o/ BLDG PAPER o/ SHEATHING PER STRUCTURAL o/ 2x6 STUDS @ 16" O.C. w/ R-21 FIBERGLASS BATT INSULATION o/ VAPOR RETARDER o/ 1/2" GWB TYP. FLOOR ASSEMBLY: FINISH FLOOR o/ SUBFLOOR PER STRUCTURAL o/ TJI PER STRUCTURAL o/ 5/8" GWB CEILING INSULATE RIM TO SAME R -VALUE AS WALL CAVITY NEW BELLY BAND TO MATCH EXISTING, INSTALL FLASHING o/ TOP OF BELLY BAND (LAP BLDG. PAPER o/ FLASHING TYP) R-10 RIGID INSULATION @ HEADER PER STRUCTURAL, TYP FLASHING INSTALL WINDOW PER DETAIL ON A9.0 BLDG WRAP o/ FLASHING NEW TRIM TO MATCH EXISTING P.T. SILL PLATE SLOPE GRADE AWAY FROM HOUSE TIGHTLINE (WHERE OCCURS) '-7"+/- FOUNDATION & FOOTING _ PER STRUCTURAL FILTER FABRIC 4" PERFORATED FOUNDATION DRAIN PIPE INSTALLED WITH HOLES ORIENTATED DOWN SLOPE TO DRAIN AT APPROPRIATE OUTFALL FREE DRAINING WASHED ROCK - 7/8" MINIMUM SIZE Upper Top Plate 293' - 2 3/4" Upper Level Subfloor 284' - 3 3/4" Main Level Subfloor 273' - 4 1/4" NEW CRAWL SPACE _ MIN. 6 MIL VAPOR BARRIER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION 2 Wall Section 3/4" =1-0 n way?, 0 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com 8721 REGISTERED CHITECT WAZIM NICE STATE OF WASHINGTON Rao Residence 4813 S 146th St, Tukwila WA 98168 No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Building+Wall Sections A4.0 BASIC CONCEPT: ENVELOPE IS WATER TIGHT PRIOR TO SIDING (YOU COULD TAKE A WATER HOSE TO THE HOUSE PRIOR TO SIDING AND NO WATER WOULD REACH THE WOOD FRAMING. NOTE: VERIFY THAT ALL FLASHING, SILL PAN FLASHING, BUILDING PAPER, AND SEALANT IS APPROVED COMPATIBLE. SAFETY GLAZING NOTES Safety glazing shall be required in all locations considered hazardous. Reference IRC R308.4 The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any part of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches measured vertically above any standing or walking surface. 6. Glazing, in any individual fixed or operable panel adjacent to a door where the nearest vertical edge is within a 24 -inch arc of the door in a closed position and whose bottom edge is less than 60 inches above the floor or walking surface. 7. Glazing in an individual fixed or operable panel, other than those locations described in Items 5 and 6 above, that meets all of the following conditions: 1. Exposed area of an individual pane larger than 9 square feet. 2. Bottom edge less than 18 inches above the floor. 3. Top edge more than 36 inches above the floor. 4. One or more walking surfaces within 36 inches horizontally of the glazing. 8. All glazing in railings regardless of an area or height above a walking surface. Included are structural baluster panels and nonstructural infill panels. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where the bottom edge of the glazing is less than 60 inches above a walking surface and within 60 inches horizontally of the water's edge. This shall apply to single glazing and all panes in multiple glazing. 10. Glazing adjacent to stairways and ramps where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface 11. Glazing adjacent to bottom stair landings within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glass is less than 36 inches above the landing. Exception: The following products, materials and uses are exempt from the above hazardous locations: 1. Openings in doors through which a 3 -inch sphere is unable to pass. 2. Decorative glass in items 1, 6 or 7. 3. Glazing in Section R308.4, Item 6, when there is an intervening wall or other permanent barrier between the door and all the glazing. 4. Glazing in Section R308.4, Item 6, in walls perpendicular to the plane of the door in a closed position, other than the wall toward which the door swings when opened, or where access through the door is to a closet or storage area 3 feet or less in depth. Glazing in these applications shall comply with Section R308.4, Item 7. 5. Glazing in Section R308.4, Items 7 and 10, when a protective bar is installed on the accessible side(s) of the glazing 36 inches +/- 2 inches above the floor. The bar shall be capable of withstanding a horizontal load of 50 pounds per linear foot without contacting the glass and be a minimum of 1 1/2 inches in height. 6. Outboard panes in insulating glass units and other multiple glazed panels in Section R308.4, Item 7, when the bottom edge of the glass is 25 feet or more above grade, a roof, walking surfaces, or other horizontal (within 45 degrees of horizontal) surface adjacent to the glass exterior. 7. Louvered windows and jalousies complying with the requirements of Section R308.2. 8. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. 9. Safety glazing in Section R308.4, Items 10 and 11, is not required where: a. The side of a stairway, landing or ramp has a guardrail or handrail, including balusters or in -fill panels, complying with the provisions of Sections 1013 and 1607.7 of the International Building Code; and b. The plane of glass is more than 18 inches from the railing; or c. When a solid wall or panel extends from the plane of the adjacent walking surface to 34 inches to 36 inches above the floor and the construction at the top of that wall or panel is capable of withstanding the same horizontal load as the protective bar. 10. Glass block panels complying with Section R610. SKYLIGHTS (Reference R308.6.2) The following types of glazing may be used in Skylights: 1. Laminated glass with a minimum of 0.015 -inch (0.38 mm) polyvinyl butyral interlayer for glass panes 16 square feet (1.5 m2) or less in area located such that the highest point of the glass is not more than 12 feet (3658 mm) above a walking surface or other accessible area; for higher or larger sizes, the minimum interlayer thickness shall be 0.030 inch (0.76 mm). 2. Fully tempered glass. 3. Heat -strengthened glass 4. Wired Glass 5. Approved rigid plastics STEP 1) APPLY APPROVED APRON, ALIGN WITH BOTTOM OF OPENING AND ATTACH ONLY AT TOP APRON FASTENERS STEP 2) APPLY ADHESIVE -TYPE FLEXIBLE FLASHING (INSTALL SQUARE IN OPENING AND TIGHT IN CORNERS, THEN FOLD AROUND) COMPLETELY ENCASE SILL, 3" MIN WRAP AT SIDES CORRECT I I • INCORRECT SILL STEP 3) ADD ADHESIVE -TYPE FLASHING AT SIDES OF OPENING, LAP OVER PAN FLASHING STEP 4) ADD FLEXIBLE ADHESIVE -TYPE FLASHING AT WINDOW HEAD, APPLY OVER SIDE FLASHING STEP 5) APPLY CONTINUOUS 3/8" BEAD OF SEALANT TO TOP AND SIDES AT EDGE OF OPENING IMMEDIATELY PRIOR TO WINDOW INSTALLATION (ONLY IF FLANGE -TYPE WINDOW IS TO BE INSTALLED) 4" MIN WINDOW FLANGE 4" MIN Window Flashing Detail (Typical Door Flashing Similar - Install w/ Hard 0 Sill Pan Method) WINDOW NOTES Window head heights measured from subfloor or top of concrete slab - confirm with Architect. If gyperete is present, confirm head height base point with Architect. Window schedule indicates rough opening sizes. Verify with Architect all window sizes before framing openings. Provide window submittals to Architect prior to ordering windows. All window headers & casings should align with door header casings & trims on exterior and interior of building unless indicated otherwise. Adjust R.O. heights or cut down doors as necessary (consult w/ architect as necessary). See project specifications for window manufacturer and other information. Contractor to order egress windows with proper egress hardware where required to meet code requirements. Contractor to verify all egress windows ordered meet current code egress requirements. Casement egress windows must open 90 degrees minimum. DOOR NOTES Door schedule indicates door panel size except in the case of unit doors, where it indicates rough opening size. Unit doors are noted in schedule. Verify with Architect all door sizes before framing openings. All operations noted on floor plans and/or elevations. If a door key is provided, it is for convenience and may not indicate all the necessary options of a door. In remodels, exterior door sizes indicated may be approximate. Contractor to confirm actual door sizes and rough opening sizes for all doors. Provide door submittals to Architect prior to ordering doors. All window headers & casings should align with door header casings & trims on exterior and interior of building unless noted otherwise. All glazing in new doors to be approved safety -glazing. Contractor is to verify that all doors requiring safety glazing are manufactured and installed with the correct glazing. See project specifications for door manufacturer and other information. All exterior doors and doors to unheated spaces shall be fully weatherstripped. EGRESS OPENINGS & FALL PROTECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS R310.2.2 Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. R310.2.1. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet. R310.2.1 The minimum net clear opening height shall be 24 inches. R310.2.1 The minimum net clear opening width shall be 20 inches. R310.1.1 Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special knowledge. R312 GUARDS & WINDOW FALL PROTECTION R312.2.1 - In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches shall be fiXed or have openings through which a 4 -inch -diameter sphere cannot pass. Exceptions: 1. Windows whose openings will not allow a 4 -inch - diameter sphere to pass through the opening when the opening is in its largest opened position. 2. Openings that are provided with window guards that comply with ASTM F 2006 or F 2090, WSEC R303.1.3 FENESTRATION PRODUCT RATING Glazing to be NFRC labeled per WSEC R303.1.3. ENERGY CODE REQUIREMENTS STEP 6) INSTALL WINDOW PER MANUFACTURES RECOMMENDATIONS STEP 7) CLEAN FACE OF WINDOW FLANGES AND APPLY ADHESIVE -TYPE STRAIGHT FLASHING ON SIDES, COMPLETELY LAP SIDES OF SILL PAN, EXTEND 4" ABOVE AND BELOW OPENING STEP 8) APPLY ADHESIVE -TYPE HEAD FLASHING OVER TOP FLANGE AND SIDE FLASHING STEP 9) APPLY 1ST COURSE OF BUILDING PAPER, TUCK UP AND UNDER APRON LAP 6" MIN AT ENDS LOWEST COURSE OF BUILDING PAPER STEP 10) APPLY COURSES OF BUILDING PAPER IN WEATHERBOARD FASHION, LAPPING JOINTS A MIN OF 3" (4"-6" RECOMMENDED) BUILDING PAPER WIDTH MAY VARY. IT IS CRITICAL THAT BUILDING PAPER LAPS FLASHING AT WINDOW HEAD AND BUILDING PAPER GOES UNDER APRON FLASHING. / ALTERNATE HARD SILL PAN APRON METHOD - SUBSTITUTE STEPS 1 - 5 WITH THESE (TYPICAL DOOR FLASHING SIMILAR) STEP 1) APPLY APPROVED APRON, ALIGN WITH BOTTOM OF OPENING AND ATTACH ONLY AT TOP STEP 2) INSTALL HARD SILL PAN OVER APRON APRON FASTENERS STEP 3) ADD ADHESIVE -TYPE FLASHING AT SIDES OF OPENING, LAP OVER PAN FLASHING STEP 4) ADD FLEXIBLE ADHESIVE -TYPE FLASHING AT WINDOW HEAD, APPLY OVER SIDE FLASHING STEP 5) APPLY CONTINUOUS 3/8" BEAD OF SEALANT TO TOP AND SIDES AT EDGE OF OPENING (ONLY IF FLANGE -TYPE WINDOW IS TO BE INSTALLED) * New windows to match head height of existing windows New - Window Schedule Mark Replacement RO Width RO Height Head Height * Operation Thermal Safety Privacy Egress Location Description Glazing Area A01 36" 42" 30" 94" Slider • • • 20 Minute Fire -Rated Guest Bath 102 9 SF A02 80" 27" 60" 94" Single Hung • (E) Utility / Sprinkler 20 Minute Fire -Rated 0 SF Guest Bedroom Panel 11 SF A03 1 3/8" 27" 60" 94" Single Hung • 0 SF 104 Guest Bedroom 48" 11 SF A04 Bi -Fold (pair) 72" 60" 94" Single Hung • 0 SF 105 • Guest Bedroom Trickle Vent. Contractor to confirm window meets egress req. prior to ordering. 30 SF B01 66" 60" 94" Single Hung • 106 Unit 192" Office 1 3/4" 28 SF B02 66" 60" 94" Single Hung • Panel 24" 80" Play Room Swing 28 SF B03 66" 60" 94" Single Hung • 30" 80" 1 3/8" Media Room Trickle Vent. 28 SF B04 (E) Bedroom 54" 60" 94" Single Hung • 80" 1 3/8" Swing Gym Trickle Vent. 23 SF B05 54" 60" 94" Single Hung • 1 3/8" Swing Office Trickle Vent. 23 SF New - Door Schedule Mark Panel or Unit Width Height Thickness Operation Safety Glazing Thermal Privacy Location Description Glazing Area 101 Panel 36" 80" 1 3/4" Swing * "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. "TB" means thermal break between floor slab and basement wall. Window and door headers shall be insulated with a minium of R-10 insulation where structural allows (or to the maximum extent the structure allows). • (E) Playroom - Convert to Mudroom 20 Minute Fire -Rated 0 SF 102 Panel 36" 80" 1 3/4" Swing • (E) Utility / Sprinkler 20 Minute Fire -Rated 0 SF 103 Panel 36" 80" 1 3/8" Swing Guest Bedroom 0 SF 104 Panel 48" 80" 1 3/8" Bi -Fold (pair) Guest Bedroom 0 SF 105 Panel 30" 80" 1 3/8" Pocket Guest Bath 0 SF 106 Unit 192" 96" 1 3/4" Overhead (Garage) • Garage (E) Owner Provided, Verify Size 0 SF 201 Panel 24" 80" 1 3/8" Swing Upstairs Hall 0 SF 202 Panel 30" 80" 1 3/8" Swing (E) Bedroom 0 SF 203 Panel 30" 80" 1 3/8" Swing Play Room 0 SF 204 Panel 36" 80" 1 3/8" Swing Media Room 0 SF 205 Panel 60" 80" 1 3/8" Bi -Fold (pair) (E) Bedroom (E) Door - to be re -used 0 SF 0 SF Washington State Energy Codes (2015 Edition) : Table 402.1.1 Prescriptive Energy Code Compliance for Climate Zone 5 & Marine 4 Fenestration U -Factor Skylight U -Factor Glazed Fenestration SHGC Ceiling R -Value Vaulted Ceiling R -Value Wood -Frame Wall R -Value Wall Below Grade * Floor R -Value Slab on Grade R -Value and Depth 0.30 NFRC 0.50 NFRC N/A R-49 R-38 R-21 10/15/21 + TB R-30 / U=0.029 R-10 2' * "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. "TB" means thermal break between floor slab and basement wall. Window and door headers shall be insulated with a minium of R-10 insulation where structural allows (or to the maximum extent the structure allows). ADVANCED FRAMING ALLOWS FULL DEPTH ACROSS ENTIRE SURFACE. INSTALL R-49 IF INSULATION IS REDUCED AROUND CEILING PERIMETER LIGHTING: MINIMUM 75% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. DUCTWORK: DUCTWORK IN UNCONDITIONED SPACES SHALL BE INSULATED W/ R-8 INSULATION, MIN. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. AIR LEAKAGE: BLOWER DOOR TESTING. AIR LEAKAGE SHALL NOT EXCEED 3 AIR CHANGES/HOUR, AND SHALL BE TESTED PER SEC R402.4.1.2. PROVIDE A WRITTEN REPORT OF THE TEST RESULTS SIGNED BY THE TESTING PARTY, TO THE BUILDING INSPECTOR, PRIOR TO APPROVED FINAL INSPECTION. ENERGY: EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE. NOTE: A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH SEC 401.3 IS REQUIRED TO BE COMPLETED BY A DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION WSEC ENERGY CREDITS 2a (0.5 cr.) AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan (maximum 0.35 watts/dm), not interlocked with the furnace fan. Ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. -TESTED AIR LEAKAGE WITHIN CONTAINED VOLUME OF NEW ADDITION SHALL BE 3.0 AIR CHANGES OR LESS PER HOUR WHEN DEPRESSURIZED WITH A BLOWER DOOR TO 50 PASCALS OR LESS. -90 CFM MIN TOTAL CONTINUOUS WHOLE HOUSE VENTILATION REQUIRED FOR ENTIRE HOUSE INCLUDING ADDITION. FANS MUST BE HIGH EFFICIENCY 0.35 WATTS/CFM MAX. 3d (1.0 cr.) HIGH EFFICIENCY HVAC EQUIPMENT 3d: Ductless Split System Heat Pumps, Zonal Control: In homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to the largest zone of the housing unit. -MINI-SPLIT SYSTEM TO PROVIDE HEATING AND COOLING FOR ROOMS AT NEW ADDITION. SYSTEM TO INCORPORATE AIR -SOURCE HEAT PUMP WITH MINIMUM HSPF OF 9.0. RE' CODE Ail /IEWED FOR COMPLIANCE PPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION v 0 0 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com N8721 REGISTERED RCHITECT IM STATE OF WASHINGTON E (13 0 U 7 (75 N CtO Ct 00 00 rn No. Date Revision Description JOB # DATE MS2017-07 8/7/2017 RECEIVED CITY OF TUKWILA AUG 092017 PERMIT CENTER Window and Door Schedules ri o Zia A9.0 NOTES: - ALL HEADERS TO BE 4x6 DFL #2 U.N.O. - BLOCK SOLID UNDER POINT LOAD ABOVE. - JOIST HANGERS TO BE SIMPSON "IUS" SERIES (OR EQUAL). - COLUMNS AT HEADERS AND BEAMS TO BE (2) 2x STUDS U.N.O. DEFERRED STRUCTURAL SUBMITTALS Items including, but not limited to, prefabricated wood trusses, open web wood floor trusses, and steel posts & beams designed by others shall include stamped calculations, shop drawings and product data. Design shall be prepared by the SSE (Specialty Structural Engineer), who is retained by the General Contractor, Subcontractor or Supplier. Submittals shall be provided to the Architect and SER (Structural Engineer of Record) for review prior to ordering and installation. Review of the SSE's shop drawings is for general compliance with design criteria and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design. All necessary bracing, ties, anchorage, and proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings and calculations. STRUCTURAL FRAMING KEY 1 1 J Concrete Wall Below Existing Wall Below New Wall Below Wall Above Span and Extents Co) STHD 14 SPLICE PER DETAIL G/S1 2'-81/2" 16'-3" 2'-81/2" () 18' - 4 1/4" (!� STHD 14 CONCRETE OPENING HOLDOWN STRAPS PER DETAIL E/S2 NEW GARAGE SLAB RETROFIT HOLDOWNS PER DETAIL C/S2 HDU 5 • STHD 14 STHD 14 HDU 5 —1--, CRAWL SPACE VENTS (IN RIM JOIST, TYP) STHD 14RJ I POST ABOVE STHD 14RJ 11-7/8" TJI 210 @ 16" O.C. POST ABOVE REMOVE CONCRETE FROM (E) FOUNDATION WALL TO OPEN 16"x24" ACCESS TO NEW CRAWLSPACE p • ,r LJ -J LJ II II II II II r -1 1 r —i J L. J L L 1r I( 11 II SPLICE PER `� DETAIL G/S1 EXISTING ti 1 ri LJ LJ F-1 HDU 5 RETROFIT HOLDOWNS PER DETAIL C/S2 HDU 5 • L J_ ---- —- IL -----1— J J e", Foundation & 1st Floor Framing Plan 1/4" = 1-0" 1 CRAWL SPACE w/MIN. 6 MIL VAPOR BARRIER CRAWL SPACE VENTS (IN RIM JOIST, TYP) - MATCH (E—16"x8"), TYP. (E) CRAWL SPACE VENT (IN RIM JOIST, TYP) SPLICE PER DETAIL G/S1 C7 NEC 250.52 Grounding Electrodes A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within that portion of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 -foot 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.) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION OV1O2i O 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com Rao Residence No. Date Revision Description JOB # MS2017-07 DATE 8/3/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Structural Plans S0.0 NOTES: - ALL HEADERS TO BE 4x6 DFL #2 U.N.O. - BLOCK SOLID UNDER POINT LOAD ABOVE. - JOIST HANGERS TO BE SIMPSON "IUS" SERIES (OR EQUAL). - COLUMNS AT HEADERS AND BEAMS TO BE (2) 2x STUDS U.N.O. STRUCTURAL FRAMING KEY • 1 1 J Concrete Wall Below Existing Wall Below New WaII Below Wall Above Span and Extents cc / / / (1) PORTAL FRAME PER DETAIL E/S2 FLOORTIES PER DETAIL G/S2 (...... CS16x40 CS16x40 (` j / ▪ • - ..�T -111/11//11/111 3 1/2 x 12 GLB CORNER TO CORNER CS16x40 n 11-7/8" TJI 560 @ 16" O.C. CS16x40 4x8 DFL #2 SW2 (3) 2x6 _4x6 DFL #2 C4) FLOORTIES PER DETAIL F/S2 (TYP) CS16x40 4x6 DFL #2 CS16x40 CS 16x40 CS16x40 CS16x40 11-7/8" TJ 1210 @ 16" O.C. Typ SW2 CS16x40 CS16x40 SW2 4x6 DFL #2 4x6 DFL #2 / / / / - i z 15 ...:: / / / / / / 177.7 (E) HDR P4 CS16x40 1 11 U • •er Level Floor Framing Plan 1/4" = S2 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 9 2017 City of Tukwila BUILDING DIVISION 1011-nl'u 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com N can0 a) U N -03 N rtCOO Ct olo/11 00 CO rn Q ctS No. Date Revision Description JOB # DATE MS2017-07 8/3/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Structural Plans S 0 . 1 (6 NOTES: - ALL HEADERS TO BE 4x6 DFL #2 U.N.O. - BLOCK SOLID UNDER POINT LOADS ABOVE. - COLUMNS AT HEADERS AND BEAMS TO BE (2) 2x STUDS U.N.O. STRUCTURAL FRAMING KEY 1 Concrete Wall Below Existing Wall Below New Wall Below Wall Above Span and Extents D Typ S3 4x8 DFL #2 SW1 4x8 DFL #2 (2) SW1 4111111•1111111111. Typ S3 • 1 4x8 DFL #2 • 4x8 DFL #2 ROOF TRUSSES 2x6 HF#2 @ 24" OC (FLAT ROOF FRAMING INFILL) SW1 0 co _ 411•MMININ 4x6 DFL #2 I I (3) 2x6 4x8 DFL #2 41111111110M (1) SW1 B S2 S3 ROOF TRUSSES SW1 • L ChS Roof Framing Plan ip 1/4" = />\ // /, /, /, . REVIEWED FOR tODE COMPLIANCE APPROVED AUG 29 2017 City of Tulvivb BUILDING DMSO;/ 3104 Western Avenue Suite 107 Seattle WA 98121 206.204.0490 www.motion-space.com Permit Set No. Date Revision Description JOB # DATE MS2017-07 8/3/2017 RECEIVED CITY OF TUKWILA AUG 0 9 2017 PERMIT CENTER Structural Plans SO.2 STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE AND STANDARDS, 2015 EDRION (IBC '15), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS. MATERIALS OR NOTES SHOWN ON THE PLANS. d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: FLOOR LIVE LOAD 40 psf (with other live Toads in accordance with IBC '15, table 1607.1) ROOF SNOW LOAD 25 psf WIND: V3s= 110 mph / Exp B /Kzt=1 SEISMIC: SEISMIC IMPORTANCE FACTOR 1=1 MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS=150, S1=55 SITE CLASS=D, SEISMIC DESIGN CATEGORY: D SPECTRAL RESPONSE COEFFICIENTS: SDS=0.99 AND SD1=0.55 BASIC SEISMIC FORCE RESISTING SYSTEM: WOOD SHEAR WALL SEISMIC RESPONSE COEFFICIENT: Cs =0.152 RESPONSE MODIFICATION FACTOR: R=6.5 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 1500 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE PLANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c=2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH IBC '15, IBC '15 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH SECTION 1904.2.1. REINFORCING STEEL #4 AND #5 BARS TO BE GRADE 60 DEFORMED BARS PER ASTM A615 WITH DETAIUNG, FABRICATION AND PLACEMENT PER IBC '15 AND ACI -318. INTERSECTING CONCRETE WALLS & FOOTINGS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT. PLYWOOD DIAPHRAGMS: ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO SUPPORTING RAFTERS WITH 8d COMMON 0 6"o.c. AT ALL EDGES AND 8d COMMON 0 12" o.c. AT ALL INTERMEDIATE SUPPORTS. FLOOR SHEATHING (SUB—FLOORING) IS TO BE 3/4" (MIN) T&G SPAN RATED 16" O.C. SHEATHING TO BE DIRECTLY GLUED AND NAILED TO SUPPORTING JOIST OR BEAMS WITH 8d COMMON 0 6" O.C. AT ALL EDGES AND 8d COMMON AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS (UNLESS NOTED OTHERWISE) ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS. WOOD TRUSSES: METAL PLATE CONNECTED WOOD TRUSSES ARE TO BE DESIGNED BY A WASHINGTON STATE PROFESSIONAL ENGINEER IN ACCORDANCE WITH ANWTPI 1 "NATIONAL DESIGN STANDARDS FOR METAL—PLATE CONNECTED WOOD TRUSS CONSTRUCTION" AND IBC '15. METAL PLATES ARE TO BE ICBO APPROVED, VERIFIED BY A CURRENT REPORT NUMBER. TRUSSES, INCLUDING DRAG TRUSSES AND SHEAR FRAMES, ARE TO BE PLANT FABRICATED BY A MANUFACTURER IN COMPUANCE WITH IBC 2015 SECTION 2303.4. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR VERIFICATION OF ALL TRUSS LENGTHS PRIOR TO FABRICATION. THE TRUSS ERECTION CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING DURING INSTALLATION AND FOR ALL PERMANENT BRACING IDENTIFIED ON THE TRUSS SHOP DRAWINGS AND TRUSS PLANS. METAL CONNECTORS FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -11E COMPANY, INC. BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. WOOD ROOF TRUSSES ARE TO BE CONNECTED TO THE PLATE UNE WITH ONE (1) SIMPSON H1 HURRICANE 11E AT EACH TRUSS BEARING. NAILS ARE COMMON WIRE. METAL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD ARE TO HAVE A CORROSION PROTECTIVE COATING PER THE RECOMMENDATIONS OF THE PRESERVATIVE TREATED WOOD SUPPUER AND THE METAL CONNECTOR MANUFACTURER. IF THE NEEDED INFORMATION IS NOT PROVIDED STAINLESS STEEL CONNECTORS ARE RECOMMENDED. FASTENERS INSTALLED IN PERSERVATIVE TREATED WOOD TO BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL PER IBC 2304.10.5 WOOD FRAMING: 2x LUMBER TO BE HF#2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE & SILL PLATES HF#3 WHERE NOT SPECIFIED ON THE PLANS: a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL AND SPIKED TOGETHER WITH 10d 0 12" o.c. (UNLESS NOTED OTHERWISE) b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF THE JOIST. c.) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS. d.) WALL TOP PLATES ARE TO HAVE STAGGERED SPUCES A MINIMUM OF 4'-0" APART AND SPIKED TOGETHER IN THE SPUCED ZONE WITH A MINIMUM OF 8-16d SINKERS. e.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE PRESERVATIVE TREATED. f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE TO HAVE "AC", "LPC", OR "PC" TYPE POST CAPS. STRUCTURAL GLUED LAMINATED TIMBER: MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION 24F—V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS. SHEARWALL SCHEDULE 1,2,3,4,6,7,8,9,10,11 MARK SHEATHING SHEATHING EDGE NAILING BOTTOM PLATE NAIUNG REMARKS ANCHOR BOLTS ALLOWABLE SHEAR SW1 15/32" PLYW'D ONE SIDE 8d 0 6" o.c. 16d 0 8" o.c. 28-10d 5/8" dia. A.B. 0 48" o.c. WITH 2x SILL PLATE 230 pif SW2 15/32" PLYW'D ONE SIDE 8d ® 4" o.c. 16d 0 5Kt" o.c. 5/8" dia. A.B. 0 32" o.c. WITH 2x SILL PLATE 350 plf SW3 15/32" PLYW'D ONE SIDE 8d 0 3" o.c. 16d 0 4" o.c. SEE NOTE 5. 5/8" dia. A.B. 0 12" o.c. WITH 2x SILL PLATE 450 plf SW4 15/32" PLYW'D8d ONE SIDE ® 2" o.c. 16d 0 3" o.c. SEE NOTE 5 5/8" dia. A.B. ®8" o.c. WITH 2x SILL PLATE 600 pif SW5 15/32" PLYW'D EACH SIDE 8d 0 4" o.c. 16d 0 51i" o.c. 2 ROWS • SEE NOTE 5 5/8" dia. A.B. 0 16" o.c. WITH 3x SILL PLATE 700 plf SW6 15/32" PLYW'D EACH SIDE 8d 0 3" o.c. 16d ®4" o.c. 2 ROWS SEE NOTE 5. 5/8" dia. A.B. 0 12" o.c. WITH 3x SILL PLATE 900 plf SW7 15/32" PLYW'D EACH SIDE 8d ®2" o.c. 16d 0 3" o.c. 2 ROWS SEE NOTE 5. 5/8" dia. A.B. 0 8" o.c. WITH 3x SILL PLATE 1200 If p NOTES; 1. SCHEDULE IS BASED ON 2015 INTERNATIONAL BUILDING CODE FOR WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM—FIR STUDS 0 24" o.c.. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING THICKNESS MAY BE REDUCED TO 1/2" OR 7/16". 4. SHEATHING IS TO BE DIRECTLY APPUED TO STUDS AND ALL EDGES BLOCKED. 5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER (OR 2-2x STUDS SPIKED TOGETHER WITH 10d AT 4" 0.C.) AT ADJOINING PANEL EDGES AND SHEATHING NAILING STAGGERED FOR SW3, SW4, SW5, SW6, & SW7. 6. ALL NAILS ARE TO BE COMMON WIRE. 7. SHEATHING NAIUNG AT INTERMEDIATE SUPPORTS IS TO BE 8d 0 12" o.c. 8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. 9. ANCHOR BOLTS ARE 5/8" dia. 0 48" o.c. WITH 7" MIN. EMBEDMENT (U.N.0) RETROFIT ANCHOR BOLTS TO BE 5/8" Dia. SIMPSON STRONG BOLT 2 (OR EQUAL) WITH 2-3/4 MIN EMBEDMENT 10. WASHERS TO BE 3" x 3" x 0.229" THICK PLATE WASHERS LOCATED THE PLATE WASHERS SO THAT THE EDGE OF THE WASHER IS WITHIN 1/2" OF THE SHEATHING OF THE SHEAR WALL.(PER SDPWS 4.3.6.4.3) 11. THERE SHALL BE A MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF SILL PLATE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM END OF EACH PIECE INSPECTION SHALL BE REQUIRED TO VERIFY DRILLED HOLE PREPARATION AND CLEANING, PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR IF APPLICABLE) INSTALLATION OF WEDGE ANCHOR BOLTS. INSPECTION VERIFICATION SHALL BE INCLUDED WITH CONCRETE INSPECTIONS. ANCHOR BOLT INSPECTIONS MAY BE INCLUDED WITH FRAMING INSPECTIONS. NEW WALL PER PLAN �� SHEARWALL EDGE NAIUNG RIM JOIST P.T. SILL PLATE w/ A.B. PER PLAN BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE EW FLOOR JOIST SHEARWALL EDGE NAIUNG HEIGHT BETWEEN GRADE AND TOP OF WALL PER ARCH. PLANS. GRADE \l\/4‹. !�\/ \!.< #4 0 12" o.c.HORIZ. 4 0 18" o.c. VERT. / 6" HOOK AT FTG. ) #4 HORIZ. 4" DIAMETER PERFORATED DRAIN PIPE EMBEDDED IN 12" OF CLEAN CRUSHED ROCK OR PEA GRAVEL WRAPPED WITH A LAYER OF FILTER FABRIC. NEW FOUNDATION DETAIL BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE SHEARWALL EDGE NAIUNG RIM JOIST P.T. SILL PLATE w/ AB. PER PLAN SHEARWALL EDGE NAIUNG NEW WALL PER PLAN HEIGHT BETWEEN GRADE AND TOP OF WALL PER ARCH. PLANS. GRADE a-� EW FLOOR JOIST BLOCKING AT 32" 0.C. #4 0 12" o.c.HORIZ. 4 0 18" o.c. VERT. W/ 6" HOOK AT FTG. (2) #4 HORIZ. 4" DIAMETER PERFORATED DRAIN PIPE EMBEDDED I 12" OF CLEAN CRUSHED ROCK OR PEA GRAVEL WRAPPED WITH A LAYER OF FILTER FABRIC. NEW FOUNDATION DETAIL 1"=1,-0" WALL PER P--4— SHEARWALL EDGE NAILING CONCRETE SLAB BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING O PROTECTIVE BARRIER (GRACE VYCOR OR EQUAL BETWEEN WOOD AND CONCRETE TURN DOWN SLAB AS NEEDED SO EARTH IS NOT PLACED ADJACENT TO WOOD. USE 6" ` (MIN) THICKENED EDGE AT BOTTOM • .T. SILL PLATE w/ A.B. PER PLAN #4 AT 12" 0.C. HORIZ 4 0 18" o.c. VERT. W/ 6" HOOK AT FTG. FLOOR JOIST PER PLAN 7-- VAPOR BARRIER PER ARCH. NEW FOUNDATION DETAIL 1"=11-0" EXISTING WALL SHEARWALL EDGE NAILING PROTECTIVE BARRIER (GRACE VYCOR OR EQUAL) BETWEEN WOOD AND CONCRETE NEW EXISTING - BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE (STING RIM JOIST N CONCRETE 'Q SLAB SHEARWALL EDGE NAIUNG 4.. 44 C TURN RF"SLAB WITH 6" (MIN) THICKENED EDGE AT BOTTOM G \\M • a • 1 FLOOR SHEATHING 0' EXISTING FLOOR JOIST (JOIST MAY BE PERPENDICULAR (-� TO EXT. WALL) EXISTING FOUNDATION WALL • EXISTING FOUNDATION DETAIL 1"=11-0" EXISTING FOOTING NEW EXISTING EXISTING WALL—..V EDGE NAIUNG 1 BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE FLOOR SHEATHING V - NEW ir FLOOR JOIST U NEW 2x10 (MIN) LEDGER ATTACHED TO EXISTING RIM WITH (3) ROWS 10d NAILS AT 16" O.C. EACH ROW r 1 • FLOOR/LEDGER DETAIL 1"=1,-0" EXISTING FLOOR JOIST (OIST MAY BE PERPENDICULAR TO EXT. WALL) EXISTING RIM JOIST EXISTING FOUNDATION WALL EXISTING FOOTING WALL PER PLAN P.T. SILL PLATE w/ A.B. PER PLAN #4 0 12" 0.C. HORIZ. CONCRETE SLAB SHEARWALL EDGE NAILING 7 (WHERE SHEARWALLS OCCUR) C a \/`%/`%//`�/��/\ 4 0 18" o.c. VERT. / 6" HOOK AT FTG. I1 11 J " GRADE HEIGHT BETWEEN GRADE AND TOP OF WALL PER ARCH. PLANS. • (2) #4 HORIZ. 00 _ • . z a, 4" DIAMETER PERFORATED DRAIN PIPE EMBEDDED IN 12" OF CLEAN CRUSHED ROCK OR PEA GRAVEL WRAPPED WITH A LAYER OF FILTER FABRIC. FOUNDATION DETAIL AT GARAGE ®® EXISTING FOUNDATION( NEW FOUNDATION .• ow - DUSTING EXISTING FOUNDATION (2) #4 x 24" LONG BARS EQUALLY SPACED EPDXY 3" MIN. INTO EXISTING FOOTING WITH SIMPSON "SET—XP" ADHESIVE (OR EQUAL). #4 x 24" LONG BARS EQUALLY SPACED. NEW FOOTING AND STEMWALL NEW/EXISTING FOUNDATION SPLICE DETAIL 1'-0" CONCRETE SLAB GRADE • (2) #4 LW. a 00 REVIEWED FOR CODE COMPLIANCE APPROVED AU) 292017 City of Tukwila BUILDING DMSIONJ GRADE BEAM AT GARAGE FRONT TSE ENGINEERING 12810 N.E. 178th STREET SUITE 218 Woodinville, WA 98072-5708 (425) 481-6601 project title: motion space "RAO RESIDENCE" TSE #8717 sheet title: STRUCTURAL NOTES & DETAILS revisions: designer: KR drawn: El checked: KR date: scale: 08/02/17 AS NOTED file: sheet 8717 HEGE1VLU CITY OF TU KUV / AUG 0 9 2017 PERMIT CENTE p 1'1- 0 LlZ LA R HOLDOWN SCHEDULE HOLDOWN (SIMPSON) WALL STUD ANCHOR BOLT REMARKS COLUMN NAILS/BOLTS STHD10 (2)2x HF STUD 28-10d USE STHD1ORJ AT RIMJOIST LOCATIONS STHD14 (2)2x HF STUD 38-10d USE STHD14RJ AT RIMJOIST LOCATIONS HDU4 (2) 2x HF STUD (10) SDS Y4" x2.5" SCREWS 5/8" Dia. THREADED ROD NOT USED HDU5 (2) 2x HF STUD (14) SDS Y4" x2.5" SCREWS 5/8" Dia. THREADED ROD INSPECTION SHALL BE REQUIRED TO VERIFY DRILLED HOLE PREPARATION AND CLEANING, PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR IF APPLICABLE) INSTALLATION OF WEDGE ANCHOR BOLTS. INSPECTION VERIFICATION SHALL BE INCLUDED WITH CONCRETE INSPECTIONS. ANCHOR BOLT INSPECTIONS MAY BE INCLUDED WITH FRAMING INSPECTIONS. NEW WALL PER PLAN �� SHEARWALL EDGE NAIUNG RIM JOIST P.T. SILL PLATE w/ A.B. PER PLAN BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE EW FLOOR JOIST SHEARWALL EDGE NAIUNG HEIGHT BETWEEN GRADE AND TOP OF WALL PER ARCH. PLANS. GRADE \l\/4‹. !�\/ \!.< #4 0 12" o.c.HORIZ. 4 0 18" o.c. VERT. / 6" HOOK AT FTG. ) #4 HORIZ. 4" DIAMETER PERFORATED DRAIN PIPE EMBEDDED IN 12" OF CLEAN CRUSHED ROCK OR PEA GRAVEL WRAPPED WITH A LAYER OF FILTER FABRIC. NEW FOUNDATION DETAIL BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE SHEARWALL EDGE NAIUNG RIM JOIST P.T. SILL PLATE w/ AB. PER PLAN SHEARWALL EDGE NAIUNG NEW WALL PER PLAN HEIGHT BETWEEN GRADE AND TOP OF WALL PER ARCH. PLANS. GRADE a-� EW FLOOR JOIST BLOCKING AT 32" 0.C. #4 0 12" o.c.HORIZ. 4 0 18" o.c. VERT. W/ 6" HOOK AT FTG. (2) #4 HORIZ. 4" DIAMETER PERFORATED DRAIN PIPE EMBEDDED I 12" OF CLEAN CRUSHED ROCK OR PEA GRAVEL WRAPPED WITH A LAYER OF FILTER FABRIC. NEW FOUNDATION DETAIL 1"=1,-0" WALL PER P--4— SHEARWALL EDGE NAILING CONCRETE SLAB BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE RIM JOIST FLOOR SHEATHING O PROTECTIVE BARRIER (GRACE VYCOR OR EQUAL BETWEEN WOOD AND CONCRETE TURN DOWN SLAB AS NEEDED SO EARTH IS NOT PLACED ADJACENT TO WOOD. USE 6" ` (MIN) THICKENED EDGE AT BOTTOM • .T. SILL PLATE w/ A.B. PER PLAN #4 AT 12" 0.C. HORIZ 4 0 18" o.c. VERT. W/ 6" HOOK AT FTG. FLOOR JOIST PER PLAN 7-- VAPOR BARRIER PER ARCH. NEW FOUNDATION DETAIL 1"=11-0" EXISTING WALL SHEARWALL EDGE NAILING PROTECTIVE BARRIER (GRACE VYCOR OR EQUAL) BETWEEN WOOD AND CONCRETE NEW EXISTING - BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE (STING RIM JOIST N CONCRETE 'Q SLAB SHEARWALL EDGE NAIUNG 4.. 44 C TURN RF"SLAB WITH 6" (MIN) THICKENED EDGE AT BOTTOM G \\M • a • 1 FLOOR SHEATHING 0' EXISTING FLOOR JOIST (JOIST MAY BE PERPENDICULAR (-� TO EXT. WALL) EXISTING FOUNDATION WALL • EXISTING FOUNDATION DETAIL 1"=11-0" EXISTING FOOTING NEW EXISTING EXISTING WALL—..V EDGE NAIUNG 1 BOTTOM PLATE NAIUNG PER SHEARWALL SCHEDULE FLOOR SHEATHING V - NEW ir FLOOR JOIST U NEW 2x10 (MIN) LEDGER ATTACHED TO EXISTING RIM WITH (3) ROWS 10d NAILS AT 16" O.C. EACH ROW r 1 • FLOOR/LEDGER DETAIL 1"=1,-0" EXISTING FLOOR JOIST (OIST MAY BE PERPENDICULAR TO EXT. WALL) EXISTING RIM JOIST EXISTING FOUNDATION WALL EXISTING FOOTING WALL PER PLAN P.T. SILL PLATE w/ A.B. PER PLAN #4 0 12" 0.C. HORIZ. CONCRETE SLAB SHEARWALL EDGE NAILING 7 (WHERE SHEARWALLS OCCUR) C a \/`%/`%//`�/��/\ 4 0 18" o.c. VERT. / 6" HOOK AT FTG. I1 11 J " GRADE HEIGHT BETWEEN GRADE AND TOP OF WALL PER ARCH. PLANS. • (2) #4 HORIZ. 00 _ • . z a, 4" DIAMETER PERFORATED DRAIN PIPE EMBEDDED IN 12" OF CLEAN CRUSHED ROCK OR PEA GRAVEL WRAPPED WITH A LAYER OF FILTER FABRIC. FOUNDATION DETAIL AT GARAGE ®® EXISTING FOUNDATION( NEW FOUNDATION .• ow - DUSTING EXISTING FOUNDATION (2) #4 x 24" LONG BARS EQUALLY SPACED EPDXY 3" MIN. INTO EXISTING FOOTING WITH SIMPSON "SET—XP" ADHESIVE (OR EQUAL). #4 x 24" LONG BARS EQUALLY SPACED. NEW FOOTING AND STEMWALL NEW/EXISTING FOUNDATION SPLICE DETAIL 1'-0" CONCRETE SLAB GRADE • (2) #4 LW. a 00 REVIEWED FOR CODE COMPLIANCE APPROVED AU) 292017 City of Tukwila BUILDING DMSIONJ GRADE BEAM AT GARAGE FRONT TSE ENGINEERING 12810 N.E. 178th STREET SUITE 218 Woodinville, WA 98072-5708 (425) 481-6601 project title: motion space "RAO RESIDENCE" TSE #8717 sheet title: STRUCTURAL NOTES & DETAILS revisions: designer: KR drawn: El checked: KR date: scale: 08/02/17 AS NOTED file: sheet 8717 HEGE1VLU CITY OF TU KUV / AUG 0 9 2017 PERMIT CENTE p 1'1- 0 LlZ LA R SHEARWALL EDGE NAILING FOR CONN. OF SHEATHING TO HOLDOWN STUD (TYP.) SH 2x STUD w/ 10d 0 3" o.c. FULL LENGTH (STAGGERED) FLOOR v TOP OF CONC. WALL v SHEARWALL PER PLAN G NOT SHOWN FOR EMARITY) SYM. AB'T (2) 2x OR 4x HOLDOWN STUD STRAP TYPE HOEDOWN PER PLAN HOLDOWN DETAIL RIM JOIST P.T. SILL PLATE w/ ANCHOR BOLTS PER FOUNDATION PLAN 4 MIN. REINF. (PER HOLDOWN MANUFACTURER'S REQUIREMENTS) FOUNDATION WALL 14 VERTICAL BAR IMPSON CS16x24 (OR EQUAL) BEAM PER PLAN SIMPSON A35 (OR EQUAL) COLUMN PER PLAN BEAM PER PLAN TYPICAL BEAM CONNECTIONS 1"=1'-0" HTS24 STRAP (OR EQUAL) "A35" ANGLE (OR EQUAL) COLUMN PER PLAN DNS.. 2x STUD SPIKED TOGETHER WITH 10dAT4"0.0 SYM. SHEARWALL PER PLAN Ar (SITYG NOT SHOWN FOR CLARITY) USE SHEARWALL. EDGE NAILING FOR CONNECTION OF SH'T'G TO HOEDOWN SND (TTP.) BLOCK SOLI TOP OF CONC. WALL v USE "HDU5" OPTIONAL COUPLER NUT 5/8" Dia. THREADED ROD EMBEDDED 10" INTO CONCRETE WITH SIMPSON "SET -XP" ADHESIVE (OR CODE APPORVED EQUAL RATED FOR USE IN CRACKED CONCRETE) P.T. SILL PLATE w/ ANCHOR BOLTS PLRN FOUNDATION FOUNDATION WALL C RETRO -FIT HOLDOWN DETAIL .111-411 SHEARWALL PER PLAN (SHEATHING NOT SHOWN) NAIL SHEATHING TO BLOCKS WITH SHEARWALL EDGE NAILING 11E STRAP: CONTINUOUS SIMPSON CS16 ACROSS THE ENTIRE LENGTH OF SHEARWALL WITH (8)10d AT EACH BLOCK AND 10d AT 4" O.C. ABOVE AND BELOW WINDOW OPENING KING STUDS 4x BLOCKING BETWEEN STUDS, TYPICAL ACROSS THE ENTIRE LENGTH OF THE SHEARWALL AT ALL FOUR CORNERS OF THE WALL OPENING WALL OPENING REINFORCEMENT AT SHEARWALL A M 24" MIN. 3" TYP. CONTINUOUS HEADER (PER PLAN) s + + + + + (2) 2x BOTTOM PLATES P.T SILL PLATE 4. « : + IU+ 7111 II II II II rJ (i) PORTAL FRAME D ETAI L 3/4"=1'-0" FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN STRAP 11E: SIMPSON ST2215 W/ 20-10d NAILS (INSTALL ON INSIDE FACE OF WALL) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3"o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3"o.c. HOLDOWN PER PLAN 8d 0 3" O.C. 1 ROW INTO EACH PLATE 58"dia. x12"LONG ANCHOR BOLT (2) AS SHOWN w/ 3x3x0.229" THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTING PROVIDE 1 — 14 18" [_ DOWEL 6" FROM FOOTING INTO WALL AT EACH HOLDOWN SHEARWALL (SH'TIG NOT SHOWN FOR CLARITY) WHERE "MSTC" 11E STRAPS ARE—T. SPECIFIED USE DBL STUDS TIE STRAP PER PLAN RIM JOIST I c W SYM.r. USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD w v UPPER FLOOR SUB—FLOORING v 7/ // .1 • w W I SHEARWALL NM IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) LSTA21 USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT1G TO EACH STUD TYPICAL FLOOR TIE DETAIL 10=1, -GO ri HOLDOWN STUD PER FLOORTIE SCHEDULE (WHERE DBL STUDS ARE SPECIFIED SPIKE TOGETHER WITH 10d 0 6" o.c. FULL LENGTH STAGGERED) STRAP PER PLAN FLOOR TIE D ETAI L 1 "=1'-0" NEW FLOOR JOIST .e ..e NEW EDGE NAILING EXISTING_ EXISTING WALL FLOOR SHEATHING 0 J // U NEW 2x (OR LVL) LEDGER ATTACHED TO EXISTING RIM WITH (3) ROWS 10d NAILS AT 16" 0.C. EACH ROW EXISTING WALL. FLOOR LEDGER DETAIL "=1 •-0» 411 EXISTING FLOOR JOIST (JOIST MAY BE PERPENDICULAR 1 TO EXT. WALL) UPPER SHEARWALL PER PLAN UPPER FLOOR BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE UPPER FL SHEARWALL EDGE NAIUNG LOWER FLO SHEARWALL EDGE NAIUNG LOWER FLAG SHEARWALL PER PLAN TIMBERSTRAND LSL RIM BOARD FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN MAIN AND LOWER FLOORS. SHEARWALL DETAIL UPPER FLOOR SHEARWALL PER PLAN UPPER FL00 SHEARWALL EDGE NAIUNG RIM TO TOP PLATE: SW1, USE LTP4 A 240 o.c. SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 0 10" o.c. LOWER FLOOR SHEARWALL EDGE NAILING UPPER FLOOR BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TIMBERSTRAND LSL RIM BOARD FLOOR SHEATHING LOWER FLOOR SHEARWALL PER PLAN FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN MAIN AND LOWER FLOOR. SHEARWALL DETAIL (OPTION) WALL PER PLAN BLOCKING BETWEWN JOISTS /Z /_/ /J J SHEARWALL EDGE NAILING SHEARWALL PER PLAN / FLOOR SHEATHING SIMPSON "A35" AT 120 0.C. WALL TOP PLATES INTERIOR SHEARWALL DETAIL 1"=1' —0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION hnoaia TSE ENGINEERING 12810 N.E. 178th STREET SUITE 218 Woodinville, WA 98072-5708 (425) 481-6601 project title: motion space "RAO RESIDENCE" TSE #8717 sheet title: STRUCTURAL DETAILS revisions: designer: KR drawn: El checked: KR date: 08/02/17 scale: AS NOTED file: 8717 sheet #: RECEIVED CITY OF TUKWIL UG 002017 IT CENTER 1 11 11 11 1 . HEADER — -. X 1j X XX X.75 ,....-- EXx XX XX XXXXXXX XX SAXXZ. '{-xxxXXX lX 5 TYPICAL. WINDOW OPENING d, --\-- Aj i NAIL SHEATHING TO BLOCKS WITH SHEARWALL EDGE NAILING 11E STRAP: CONTINUOUS SIMPSON CS16 ACROSS THE ENTIRE LENGTH OF SHEARWALL WITH (8)10d AT EACH BLOCK AND 10d AT 4" O.C. ABOVE AND BELOW WINDOW OPENING KING STUDS 4x BLOCKING BETWEEN STUDS, TYPICAL ACROSS THE ENTIRE LENGTH OF THE SHEARWALL AT ALL FOUR CORNERS OF THE WALL OPENING WALL OPENING REINFORCEMENT AT SHEARWALL A M 24" MIN. 3" TYP. CONTINUOUS HEADER (PER PLAN) s + + + + + (2) 2x BOTTOM PLATES P.T SILL PLATE 4. « : + IU+ 7111 II II II II rJ (i) PORTAL FRAME D ETAI L 3/4"=1'-0" FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN STRAP 11E: SIMPSON ST2215 W/ 20-10d NAILS (INSTALL ON INSIDE FACE OF WALL) 7/16" SPAN RATED SHEATHING 24/0 MIN. w/2 ROWS OF 8d 0 3"o.c. AT PANEL EDGES (1 ROW OF NAILS INTO EACH STUD AND SILL PLATE). IF PANEL IS NOT CONTINUOUS, BLOCK PANEL EDGE w/A SINGLE 4x6 AND ATTACH EACH PANEL EDGE TO BLOCK w/2 ROWS OF 8d 0 3"o.c. HOLDOWN PER PLAN 8d 0 3" O.C. 1 ROW INTO EACH PLATE 58"dia. x12"LONG ANCHOR BOLT (2) AS SHOWN w/ 3x3x0.229" THICK PLATE WASHERS CONCRETE FOUNDATION WALL w/ CONTINUOUS FOOTING PROVIDE 1 — 14 18" [_ DOWEL 6" FROM FOOTING INTO WALL AT EACH HOLDOWN SHEARWALL (SH'TIG NOT SHOWN FOR CLARITY) WHERE "MSTC" 11E STRAPS ARE—T. SPECIFIED USE DBL STUDS TIE STRAP PER PLAN RIM JOIST I c W SYM.r. USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT'G TO EACH STUD w v UPPER FLOOR SUB—FLOORING v 7/ // .1 • w W I SHEARWALL NM IF HEADER INTERVENES, WRAP AND NAIL STRAP TO HEADER AND TIE HEADER AT EACH END TO WALL STUDS BELOW w/ (1) LSTA21 USE SHEARWALL EDGE NAILING FOR CONNECTION OF SHT1G TO EACH STUD TYPICAL FLOOR TIE DETAIL 10=1, -GO ri HOLDOWN STUD PER FLOORTIE SCHEDULE (WHERE DBL STUDS ARE SPECIFIED SPIKE TOGETHER WITH 10d 0 6" o.c. FULL LENGTH STAGGERED) STRAP PER PLAN FLOOR TIE D ETAI L 1 "=1'-0" NEW FLOOR JOIST .e ..e NEW EDGE NAILING EXISTING_ EXISTING WALL FLOOR SHEATHING 0 J // U NEW 2x (OR LVL) LEDGER ATTACHED TO EXISTING RIM WITH (3) ROWS 10d NAILS AT 16" 0.C. EACH ROW EXISTING WALL. FLOOR LEDGER DETAIL "=1 •-0» 411 EXISTING FLOOR JOIST (JOIST MAY BE PERPENDICULAR 1 TO EXT. WALL) UPPER SHEARWALL PER PLAN UPPER FLOOR BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE UPPER FL SHEARWALL EDGE NAIUNG LOWER FLO SHEARWALL EDGE NAIUNG LOWER FLAG SHEARWALL PER PLAN TIMBERSTRAND LSL RIM BOARD FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES FRAME ONTO COMMON MEMBER BETWEEN MAIN AND LOWER FLOORS. SHEARWALL DETAIL UPPER FLOOR SHEARWALL PER PLAN UPPER FL00 SHEARWALL EDGE NAIUNG RIM TO TOP PLATE: SW1, USE LTP4 A 240 o.c. SW2, USE LTP4 0 16" o.c. SW3, USE LTP4 0 12" o.c. SW4, USE LTP4 0 10" o.c. LOWER FLOOR SHEARWALL EDGE NAILING UPPER FLOOR BOTTOM PLATE NAILING PER SHEARWALL SCHEDULE TIMBERSTRAND LSL RIM BOARD FLOOR SHEATHING LOWER FLOOR SHEARWALL PER PLAN FLOOR JOIST (JOIST MAY BE PERPENDICULAR TO EXT. WALL) NOTE: USE THIS DETAIL WHEN SHEARWALL PANEL EDGES DO NOT FRAME ONTO COMMON MEMBER BETWEEN MAIN AND LOWER FLOOR. SHEARWALL DETAIL (OPTION) WALL PER PLAN BLOCKING BETWEWN JOISTS /Z /_/ /J J SHEARWALL EDGE NAILING SHEARWALL PER PLAN / FLOOR SHEATHING SIMPSON "A35" AT 120 0.C. WALL TOP PLATES INTERIOR SHEARWALL DETAIL 1"=1' —0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION hnoaia TSE ENGINEERING 12810 N.E. 178th STREET SUITE 218 Woodinville, WA 98072-5708 (425) 481-6601 project title: motion space "RAO RESIDENCE" TSE #8717 sheet title: STRUCTURAL DETAILS revisions: designer: KR drawn: El checked: KR date: 08/02/17 scale: AS NOTED file: 8717 sheet #: RECEIVED CITY OF TUKWIL UG 002017 IT CENTER ROOF SHEATHING EDGE NAILING OVERFRAMING FOR DRAINAGE NEW 2x6 FLA ROOF RAFTERS ROOF SHEATHING ROOF SHEATHING EDGE NAILING 2x BLOCK BETWEEN TRUSSES MFG. ROOF TRUSS "LUS26" HANGER SIMPSON H1 AT EVERY TRUSS ROOF BEAM PER PLAN ROOF TO BEAM CONNECTION 1 "=1'-0" EDGE NAIUNG ROOF SHEATHING 2x BLOCK WITH (2) 8d TOE—NAILS AEACH SHEARWALL EDGE NAIUNG SHEARWALL PER PLAN MFG. ROOF TRUSS OR ROOF RAFTER SIMPSON H1 AT EVERY TRUSS OR RAFTER (USE SIMPSON "LGT" TIEDOWNS AT GIRDER AND HIP LOCATIONS) TYPICAL ROOF TO WALL CONNECTION NEW EXISTING 8d 0 6" 0.0. ROOF SHEATHING 2x LEDGER WIl 10d 0 4" o.c. SHEARWALL EDGE NAIUNG EXISTING TRUSS EXISTING WALL XI NLLL ROOF FRAMING DETAIL 1"=1'-0" 8d 0 6" ROOF SHEATHING 8d 0 6" o.c. SHEARWALL— EDGE NAILING TRUSSLE S END 10d 0 4" o.. 10d 0 4" o.c. SHEARWALL EDGE NAIUNG PPERRPLAN 4x2 HFI2 FLAT ATLODKER 4488 0.C. NAIILS0d 2x BLOCK AT BRACE LOCATIONS ATTACH SHEAVING TO BLOCK WITH 8d AT 6 O.C. 2x6 GWB BACKING 2x62��(( H BRACE 0 48" o.c. EACH I D3 ANGLE DOUBLE TOP PLATES TYPICAL DETAIL AT GABLE END REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION 1`l-0 L �Z TSE ENGINEERING 12810 N.E. 178th STREET SUITE 218 Woodinville, WA 98072-5708 (425) 481-6601 moussoommor project title: motion space "RAO RESIDENCE" TSE #8717 sheet title: STRUCTURAL DETAILS revisions: designer: KR drawn: El checked: KR date: 08/02/17 scale: AS NOTED file: 8717 nEcEIVCD sheet #: CITY OF TUKWILA �q 0 9 2017 RMI CENTER 1ll�il ---------------;.III::11-------- 2x LEDGER WITH ,li ------ 1111 — OR NEW TRUSS WITH 10d 0 4" o.c. I EXISTING END IGABLE TRUSS 2x LEDGER WIl 10d 0 4" o.c. SHEARWALL EDGE NAIUNG EXISTING TRUSS EXISTING WALL XI NLLL ROOF FRAMING DETAIL 1"=1'-0" 8d 0 6" ROOF SHEATHING 8d 0 6" o.c. SHEARWALL— EDGE NAILING TRUSSLE S END 10d 0 4" o.. 10d 0 4" o.c. SHEARWALL EDGE NAIUNG PPERRPLAN 4x2 HFI2 FLAT ATLODKER 4488 0.C. NAIILS0d 2x BLOCK AT BRACE LOCATIONS ATTACH SHEAVING TO BLOCK WITH 8d AT 6 O.C. 2x6 GWB BACKING 2x62��(( H BRACE 0 48" o.c. EACH I D3 ANGLE DOUBLE TOP PLATES TYPICAL DETAIL AT GABLE END REVIEWED FOR CODE COMPLIANCE APPROVED AUG 292017 City of Tukwila BUILDING DIVISION 1`l-0 L �Z TSE ENGINEERING 12810 N.E. 178th STREET SUITE 218 Woodinville, WA 98072-5708 (425) 481-6601 moussoommor project title: motion space "RAO RESIDENCE" TSE #8717 sheet title: STRUCTURAL DETAILS revisions: designer: KR drawn: El checked: KR date: 08/02/17 scale: AS NOTED file: 8717 nEcEIVCD sheet #: CITY OF TUKWILA �q 0 9 2017 RMI CENTER