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Permit D12-354 - BRIDGE RESIDENCE - ADDITION
BRIDGE RESIDENCE ADDITION 14032 35 AVE S EXPIRED 04/23/14 D12-354 City AI'ukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 . Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 1523049007 Address: 14032 35 AV S T1JKW Suite No: Project Name: BRIDGE RESIDENCE ADDITION Permit Number: D12-354 Issue Date: 03/01/2013 Permit Expires On: 03/10/2014 Owner: Name: BRIDGE LYLE D Address: 14032 35TH AVE S , SEATTLE WA 98146 Contact Person: Name: LYLE BRIDGE Address: 14032 35 AV S , TUKWILA WA 98168 Contractor: Name: OWNER AFFIDAVIT - LYLE BRIDGE Address: Contractor License No: Lender: Name: Address: Phone: 206- 856 -4077 Phone: Expiration Date: DESCRIPTION OF WORK: REMODEL EXISTING RESIDENCE (139 SQ FT): REMODEL EASTERN EXTERIOR WALL TO PROVIDE NEW OPENING TO NEW ADDITION & REMODEL BUILDING ENVELOPE, ABANDON EXISTING STAIR, AND REMODEL BASEMENT LEVEL TO PROVIDE BATHROOM #2. ADDITION: EAST /REAR YARD SITE CLEARING, FOUNDATION BASEMENT LEVEL EXCAVATION (SPOILS TO BE USED ON SITE TO PROVIDE LEVEL AREA IN REAR YARD), PREPARE SUBSTRATE FOR LOWER LEVEL SLAB ON GRADE WITH UNDER SLAB MECHANICAL, PLUMBING, AND ELECTRICAL. CONSTRUCT NEW WOOD FRAME ADDITION, BASEMENT (554 SQ FT), FIRST FLOOR (592 SQ FT), BASEMENT LEVEL PATIO (265 SQ FT) AND FIRST FLOOR DECK (241 SQ FT). WATER DIST. 125 VALLEY VIEW SEWER DISTRICT. REVISION NO. 2 - CHANGED DRAINAGE SYSTEM FROM PREVIOUS SUBMITTAL. Value of Construction: $150,160.22 Fees Collected: $3,526.37 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -354 Printed: 09 -17 -2013 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature;- I hereby certify that I have read an governing this work will be compli N N N N N N N N Y N N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ned this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. The granting of this permit does not e 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: v9.1(iA C. Date: 7/1 ' a.&/ 3 This permit shall bcme null and void if the w rk is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D12 -354 Printed: 09 -17 -2013 7: Notify the City of Tukwila Building Divisirior to placing any concrete. This procedurE addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 19: Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Install 6-inch SD pipe (Typ.) for ease of maintenance. Coordinate with the Public Works Inspector. 21: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for weekday work hours after 5:00 and weekend work hours. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: 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. doc: IBC -7/10 D12 -354 Printed: 09 -17 -2013 City otkI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: httn: / /www.TukwilaWA.aov DEVELOPMENT PERMIT Parcel No.: 1523049007 Address: 14032 35 AV S TIIKW Suite No: Project Name: BRIDGE RESIDENCE ADDITION Permit Number: D12-354 Issue Date: 03/01/2013 Permit Expires On: 08/28/2013 Owner: Name: BRIDGE LYLE D Address: 14032 35TH AVE S , SEATTLE WA 98146 Contact Person: Name: LYLE BRIDGE Address: 14032 35 AV S , TUKVVILA WA 98168 Phone: 206- 856 -4077 Contractor: Name: OWNER AFFIDAVIT - LYLE BRIDGE Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: REMODEL EXISTING RESIDENCE (139 SQ FT): REMODEL EASTERN EXTERIOR WALL TO PROVIDE NEW OPENING TO NEW ADDITION & REMODEL BUILDING ENVELOPE, ABANDON EXISTING STAIR, AND REMODEL BASEMENT LEVEL TO PROVIDE BATHROOM #2. ADDITION: EAST/REAR YARD SITE CLEARING, FOUNDATION BASEMENT LEVEL EXCAVATION (SPOILS TO BE USED ON SITE TO PROVIDE LEVEL AREA IN REAR YARD), PREPARE SUBSTRATE FOR LOWER LEVEL SLAB ON GRADE WITH UNDER SLAB MECHANICAL, PLUMBING, AND ELECTRICAL. CONSTRUCT NEW WOOD FRAME ADDITION, BASEMENT (554 SQ FT), FIRST FLOOR (592 SQ FT), BASEMENT LEVEL PATIO (265 SQ FT) AND FIRST FLOOR DECK (241 SQ FT). Value of Construction: $150,160.22 Fees Collected: $3,127.37 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 22 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -354 Printed: 03 -01 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 1 1)) I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: R'L 47€ L •:� Date: 3 7/ /2° This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: An permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D12 -354 Printed: 03 -01 -2013 7: Notify the City of Tukwila Building Divisiillior to placing any concrete. This procedure addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12 -354 Printed: 03 -01 -2013 CITY OF TUK1A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov Building Permit No. p )-?j3 Project No. Date Application Accepted: Date Application Expires: (For office 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: 14032 35th AVENUE SOUTH Tenant Name: NA; Owner Occupied King Co Assessor's Tax No.: 1523049007 Suite Number: NA Floor: NA PROPERTY OWNER Name: Lyle Bridge Address: (Owner Occupied - use site address above) City: Tukwila State: WA Zip: 98168 CONTACT PERSON— person receiving all project communication Name: Owner (use information above) Address: City: State: Zip: Phone: (206) 856 -4077 Fax: Email: bridgeld @earthlink.net GENERAL CONTRACTOR INFORMATION Company Name: Owner (use information above) Address: City: State: Zip: Phone: Fax: Contr Reg No.: NA (Owner Built) Exp Date: Tukwila Business License No.: H :1ApplieationsWorms-Applications On Line \2011 Applications\Pemit Application Revised - 8- 9.11.docx Revised: August 2011 bh New Tenant: ❑ Yes ❑..No ARCHITECT OF RECORD Company Name: Dana CG Walker Associcate AIA Architect Name: NA (Residential <4000 SF;</= 4Units) Address: 18204 Ballinger Way NE City: Seattle State: WA Zip: 98155 Phone: (206) 367 -2665 Fax: (206) 367 -2665 Email: dcgwalkerl @comcast.net ENGINEER OF RECORD Name: Address: Company Name: Swenson Say Faget Engineer Name: Blaze Bresko, PE Address: 2124 3rd Ave. Suite 100 City: Seattle State: WA Zip: 98121 Phone: (206) 443 -6212 Fax: (206) 443 -4870 Email: bbresko @swensonsayfaget.com LENDER/BOND I,5SUED (required for projects $5,000 or . greater per RCW 19:27:095) Name: Address: City: State: Zip: Page 1 of 4 • • BUILDING PERMIT INFORMATION — 206- 431 -3670 / 00-O Valuation of Project (contractor's bid price): $, (` oL't3 • Describe the scope of work (please provide detat'lee ` tlon): Existing Building Valuation: $ Remodel existing residence (139 SF): remodel eastern exterior wall to provide new opening to new addition & remodel building envelope, abandon existing stair, and remodel basement level to provide Bathroom No. 2. Addition: East/Rear Yard Site Clearing; FoundationBasement Level Excavation (spoils to be used on site to provide level area in rear yard); prepare substrate for lower level slab on grade with under slab mechanical, plumbing, electrical; construct new wood frame addition: Basement (554 SF), First Floor (592 SF), Basement Level Patio (265 sf), and First Floor Deck (241 SF). Will there be new rack storage? ❑ Yes LEI.. No If yes, a separate permit and plan submittal will be required. Provide MI 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) 10 *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: 5 Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. • Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC luFloor 885 36 592 2nd Floor 3`d Floor Floors thm Basement 594 103 554 Accessory Structure* - - Attached; Garage .. Detached Garage' Attached Carport Detached Carport • Covered beck 265 Uncovered Deck • 241 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) 10 *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: 5 Compact: Handicap: Will there be a change in use? ❑ Yes ® No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. PUBLIC WORKS PERNIIT INFOOATION — 206- 433 -0179 Scope of Work (please provide detailed information): Daylight basement excavation for addition (no export anticipated); below slab & below grade utilities for addition; new gas line for new mechanical system POE on south side of addition. 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 ❑ ...Sewer Use Certificate ®...Valley View ❑ ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Se tic System: (I 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 aoplv): ❑ ...Civil Plans (Maximum Paper Size — 22" x34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ® .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply); ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ® .. Right -of -way Use — Potential Disturbance ® ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ...Total Cut 25 cubic yards ❑ ...Total Fill 25 cubic yards ❑ .. Work in Flood Zone .. • Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ® ...Backflow Prevention - Fire Protection "NA" " Irrigation Domestic Water ❑ ...Permanent Water Meter Size... 1, WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ® .. Trench Excavation ® .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 8" Number of Public Fire Hydrant(s) 2 m ...Water ® ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: OWNER Mailing Address: SAME Day Telephone: (206) 8564077 Water Meter Refund/Billing: Name: OWNER Mailing Address: SAME City State Day Telephone: (206) 8564077 Zip City State Zip H:\ApplicationsWorms-Applications On Line\2011 Applications \Perrnit Application Revised - 8- 9- 11.docx Revised: August 2011 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 OWNER OR AUTUORIZED AGENT. . 1 jj Signature: Ga� Date: Print Name: Lyle Bridge Mailing Address: 14032 35th AVENUE SOUTH, Tukwila, WA H:1Applications\Porms- Applications On Line 12011 Applications\Perinit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Day Telephone: 98168 City (206) 856 -4077 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 BA/114C0 ,QeS[ be,. c.4 PERMIT # .b / 2 - 3 5¢ AfbrrtpJJ (et 54 /S S. /41,f -s7) (gtv. i2 ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 20 0 Water /Sewurface Wate [ %b 0 Road/Parking /Access A. Total Improvements ��'�0 0 .$e4e-- 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. — C. 2.0% of amount over $100,000, but less 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 Enter total fill volume $250 (1) cubic yards cubic yards $ 4.2'— - e7ee-(4) Use the following table to estimate the grading plan review and permit fee. Use the greater 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 1 s r 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 and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 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) $ 4-Z -e:ee- (6) 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 p 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 Review 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. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) 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 $ 0.00 (9) 10. 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 $ DUE WHEN PERMIT IS ISSUED Total A through I $ 0.00 (10) (6 +7 +8 +9 +10) $ '�'L _4-60— ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Insta on Cascade Water Affiance RCFC 01.01.2011 - 12.31.21 Total Fee 0.75 $625 $600 $6630 1 $1125 $15 s 2.50 $16,137.50 1.5 $2425 '. 1 025 $32,450 2 $2825 $48,1. I $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $125 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form 411 0 C�J.(.`N��4 wq� City of Tukwila ,.,19p8 Parcel No.: Address: Suite No: Applicant: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov 1523049007 14032 35 AV S TUB:W BRIDGE RESIDENCE ADDITION RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -354 ISSUED 11/02/2012 03/01/2013 Receipt No.: R13 -02643 Initials: User ID: JEM 1165 Payment Amount: $336.00 Payment Date: 09/17/2013 07:39 AM Balance: $0.00 Payee: LYLE D. BRIDGE TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 1051 336.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW 000.322.100 000.342.400 000.345.830 Total: $336.00 250.00 43.00 43.00 doc: Receiot -06 Printed: 09 -17 -2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1523049007 Address: 14032 35 AV S TUKW Suite No: Applicant: BRIDGE RESIDENCE ADDITION RECEIPT Permit Number: Status: Applied Date: Issue Date: 1)12-354 ISSUED 11/02/2012 03/01/2013 Receipt No.: Initials: User ID: R13 -01753 JEM 1165 Payment Amount: $63.00 Payment Date: 05/29/2013 03:11 PM Balance: $0.00 Payee: LYLE D. BRIDGE TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1003 63.00 Account Code Current Pmts PLAN CHECK - RES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 05 -29 -2013 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1523049007 Permit Number: D12-354 Address: 14032 35 AV S TUKW Status: APPROVED Suite No: Applied Date: 11/02/2012 Applicant: BRIDGE RESIDENCE ADDITION Issue Date: Receipt No.: R13 -00947 Payment Amount: $1,897.15 Initials: WER Payment Date: 03/01/2013 03:49 PM User ID: 1655 Balance: $0.00 Payee: LYLE BRIDGE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1967 1,897.15 RD Pmts Re -Dist OP .00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 640.237.114 1,892.65 - 1,230.22 1,230.22 4.50 Total: $1,897.15 doc: Receiot -06 Printed: 03 -01 -2013 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 1523049007 Permit Number: D12-354 Address: 14032 35 AV S TUKW Status: PENDING Suite No: Applied Date: 11/02/2012 Applicant: BRIDGE RESIDENCE ADDITION Issue Date: Receipt No.: R12 -03035 Payment Amount: $1,230.22 Initials: WER Payment Date: 11/02/2012 02:03 PM User ID: 1655 Balance: $1,897.15 Payee: LYLE BRIDGE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1934 1,230.22 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,230.22 Total: $1,230.22 ring Raraint -OR Printari• 11- 119 -9M9 INSPECTION RECORD Retain a copy with permit 11—INSP TION NO. Dt2 -251-4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: I �Z IbG-E �Z� Type 7of Inspection: i`aGt 6t PA -{ I1 .�lC_ Address: I L-I c`Z2 3 AU S Date Called: Special Instructions: 0 A it A i► c ,4 +) Date Wanted: I C.' ZS— 13 c= p.m. Requester: Phone No: A ( -26- , -4077 I�,C�Approved per applicable codes. COMMENTS: Corrections required prior to approval. • C.--e-k-71 �-/ INSPECTION FEE ' QUIRED. Prior to next inspection. fee must be aid at 6300 Southcent Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 6 11 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: : nType Al of Inspection: Address: ! r1 ?_ S V Date Called: / Special Instructions: Date Wanted : '� 3 P.m. Requester: Pho e No //• __ 5-S-(0 -- 67 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1S. See... 'vele r -j 4 /e_ v o eAo /r e c3—t 0 A, 1-04-de C %cr- Fi% ftoIr t.2" Insp c'tor: Date{, - 13 REINSPECTION FEE REQ IRED. Prior to next inspection, fee must be . 'paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permitt 2 "3�i INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pr . ct:.. �. i2n • fv..P,S Type Inspection: ,. ®o i ,A‘ ...f A, -, '1 S A ress: j.4 32- 35 Auk Date Called: Special Instructions: mod' Date Wanted - 5 - /-3 m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I pector: Date s / 3 n REINSPECTION FEE ' EQUIR D. Pri r to next inspection, fee must be paid at 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection.' _ _ •�n�frw INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT Na m CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro Mt: Type of Inspection: ° Address: . t' 1Aa3Z 3)--" Aug Date Called: A".A •''' JF.4_76 it J /A•r ,z.(0,1') Special Instructions: Date Wanted - a.m. Requester: Phone No: .-----... A t DApproved per applicable codes. aroicections required prior to approval. 1 COMMENTS: e__ArA C. e 1(P r( ! M. &f..S.) c5 iz ,iC Tt -, A`7 i • c i -\s At •.), Ire_til-r.A4 .it0DIS_ fliso (C1,J.IPS r1, A---T- (I I ,J .5 IA e (J c tc or it: ,1-e. (Z d k A".A •''' JF.4_76 it J /A•r ,z.(0,1') .6 e : -J ....i( c c . I4-;;) .-----... A t Inspeor: Dater? 1 / n REINSPECTION FEE REQUIRE Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION NO. INSPECTION RECORD Retain a copy with permit 12 3L PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 V� Project: 12)6Z, 0C t■c Type of Inspection: r--ONI aa+ tJ c,31 1 I Address: vio 3a- 35 Au S Date Called: Special Instructions: 1 94 `v 7 O ?O1.,7501 Date a ted: Requester: INN L- Phone No: ,2_0(0- (- '10-7-7 • NApproved per applicable codes. 1J Corrections required prior to approval. if COMMENTS: COAak sueil, :.,,aecq--•cel%) ri1-42•J-c-0214 c_ LA-4 - SPECTION FEE R QUIRED. Prior to n: xt inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 4— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 . , t 4 d Y Pr ct Re c Type of Inspection: r- c ,-i K3 G Address: 14032 35 AV Date Called: Special Instructions: Date Wanted: " ICo 1S p. Requester: Phone N`o_: / Lr Approved.per applicable codes. O Corrections required prior to approval. COMMENTS: Inspecto Date ) REINSPECTION FEE REQ IRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. q+i INSPECTION RECORD Retain a copy with permit 6.1t. 354 INSPECTIORNO. • PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 0 CITY OF TUKWILA BUILDING ItVISION Permit Inspection Request Line (206) 431-2451 Project: „. . , i is)rt 0(0E— ArZ,T, 0A/ Type ofilnspect_nio : —Da( • _ N3f. So. IS Address: ti_. (40 35 - Aki.-- Date Called: • n" _S:Th_ (--.6 f A 1 e.4-7- .31_ Special Instructions: Date Wanted:.-. —' - ( A if - 1,". Requester: C..., 'A r U a 0 rit-e c.t. A-K.Gej I 1"1" ke L ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: AD n_;(---6€0 fQ. arr N3f. So. IS rr3AC-T-'43A. f---; "AA. cLt, ) rr n" _S:Th_ (--.6 f A 1 e.4-7- ( A if Si, bi-e:r re_ii!‘,5-,3 A -TO C..., 'A r U a 0 rit-e c.t. A-K.Gej . . Insp Datet.; • 4c; • •• ri REINSPECTION FEE REQUIRED. Pr to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheaUle.'reinsPectiOn. • . . ' • .1 . • Y.,?, Mitchell Engineering, Inc. 7821 - 168th Ave NE Redmond, WA 98052 (425) 747_1500 • Fax (425) 747 -5403 TIT To: j Date: SS "-/b . /4, 20/3 ri ,Ti14l414: Job#: C414 Cli9/ 6/ 445 Job Name: /452 - 3544 Ali S. 71140,44, /25l hhAL f '14P/ Subject: d �- SI* . 5J 4,1101 / I4 M ° ? '✓5 Fax: - Phone: Message: L /I4J l5 $1k1hnikikLL4/ AesakIdC T Stlg4tT i2r4id7-t.f.SclG,lrmLi zig.,4147/-/ A codax7i SL,ab. 7714as is ,do �5°7�-44" ITAA w4G 1444.1 Tpl%a. ci,�a 41.. 37`k CITY OF TV ED KwILA SEP 18 2013 T CENTER VIA: Courier Mai! ( Fax: Date: Time: Oi.- /70-E of,AC T 1 VE 17Q.Eseoug,e, Co•JC. 2rTZJvp _s • p7c A • er .zs•a °t to oic Z of L--1 I 011.1111,e1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 3 2013 City of Tukwila BUILDING DIVISION /1 enrnir, 4 0 u eivAic liy #1415e- /2 G fw" .14i27--H414-46 , Cvg r, k.GY 44 / „_ y Gt:we.: . slitia Dtr• 11 a CO!?RECTON EVlON � SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 . Seattle • WA • 98121 Tel: 206.443 - 6212 Fax 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA . 98402 Tel: 253.284.9470 Fax 253.284.9471 Project V -30 -/3 Date Sheet LIDA' / v SWAu -- A G c `4'7 4- 7 A - S g CHIC. WALL /2Einlf #.4j 5e /.z'7 G 6LA / CHeovid.• vipers /n/ to r ) 1r) Ai le.2" 5C iA/ £■ft/C D %p or Fr-& /5 7p or 51 ,fa 8.n x,-0„ { 65) // /C6A- PA 77o J G.:E. ;74 fI 1 Structural Calculations For: Bridge Residence 14032 35th Avenue South Tukwila, WA 98168 Client: Dana C.G. Walker & Associates July 16, 2012 Index Lateral Design Gravity Design L G ..,0000rgit h No REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION 19.,Y Dt� 3L, 5WEloo SAY- FA at.T _ as'react►+ e*ctx[tiurtac po! attoN, 2124 Third Avenue • Suite 100 . Seattle . WA 98121 Office 206.443.6212 Fax 206.443.4870 RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER Criteria Sheet Codes: Occupancy Category Seismic Load Summary: Wind Load Summary: Dead Loads: Live Loads: Soils: Structural: Wood: Steel: Concrete: Masonry Category: Table 1 -1 Analysis Procedure: Equivalent Lateral Force Procedure Lateral System: Wood Shearwali / Special Reinf Masonry SW/ Special Steel Moment Frame R: 6.50 Ca= 4 /3.5/5.5 Base Shear V = 5.1 k Ro 3 /2.5/3 Ss= 1.471 SI= 0.506 Sos= 0.98 Sol= 0.51 Cs 0.151 IE= 1.0 I„= 1 Exposure = B V= 85 Krr= 1.23 Roof Roof (Composite) 1/2" Plywood Rafter/Truss Insulation 5/8" GWB Misc./Mech. U Framing 112" Plywood Insulation 1/2" GWB Use 11.8 psf psf psf psf psf 7 pcf psf Floor Flooring ....';.. , .?_ psf 3/4" Plywood "' psf Joists . . psf (1) 5/8° GWB psf Misc. Mechx psf 10 `fp' psf Snow 25 _ Residential Floora psf psf Allowable Bearing 000 Psf rfi�SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION S•attie: 2124 Third Avenue • Sutte 100 • SeetNe • WA 9R121 Tel 206•143•6212 Far. 206.443.417 Timms; 934 Rroadway • Suite 100° Tacoma • WA 00402 id 7A3•264.9470 Far 253•264 -9111 Project Name �( \OCAQ ."� . 7/16/2012 Project Info l'tvJ2 l,it\ 1PAR 7L, LSJduv Vt 1 Proj. No. ZUYWikQ 1�)r c�8log Initia13 Design Sheet Lateral SWENSONSAY .F LGtT ststActtiff#1N2w :014 ao . 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Office 206.443.6212 Fax 206.443.4870 2% in 50 yr, Latitude & Longitude lookup 2% in 50 yr, Latitude & Longitude lookup Wo cttShearwell Table 11.5 -1 Eq. 12.8 -7 Table 11.4 -1 Table 11.4 -2 Eq. 11.4 -1 Eq. 11.4 -2 Eq. 11.4 -3 Eq. 11.4 -4 Seismic Design ASCE 7 -05 Seismic Analysis Equivalent Lateral Force Procedure Occupancy Category II Site Class I, II, or III, or IV per Table1-1 per soils report (D assumed, without soils report) Oa Ss S, h„ R IE 1.0 Cd T 0.21 (sec) To 0.10 (sec) Ts 0.52 (sec) k 1.000 Fa 1.00 Fv 1.50 Sus 1.47 SM1 0.76 SD5 0.98 SDI 0.51 Cs 0.151 0.371 0.010 Cs, design Bldg. Weight v =CSW V = CsaadW 0.151 34.0 k 5.1 k 4k Eq. 12.8 -2 Eq. 12.8 -3 need not exceed, T < T1 Eq. 12.8 -5 or 12.8 -6 minimum Eq. 12.8 -1, Strength Level Base Shear Eq. 12.8 -1 Allowable Stress Base Shear Ta - C1 hn x Stirs = FJSs SM, = F,,S, 2 SDs=3Sa,.s 2 SD, =3SAa] CS = Sos C(1;) 11 C = S,1ll T(RJ CS= 0.01 C _0. 5S, (RI) Eq. 12.8 -7 Eq. 11.4 -1 Eq. 11.4 -2 Eq. 11.4 -3 Eq. 11.4-4 Eq. 12.8 -2 Eq. 12.8 -3 Eq. 12.8 -5 Eq. 12.8 -6 Vertical Distribution Level hx (ft) Wx 34.0 hxk (ft) Story Shear 5ti,dogth Wxhx" Cvx ( %) Fx (k) 18.0 306.0 0.643 4.3 10.0 170.0 0.357 2.4 476.0 6.7 Diaphragm Force (p not included) EV (k) Fpx (k) y= fpx /rx 4.3 3.3 6.7 2.6 0.77 1.08 wXhxk Cyx = n wA k Eq. 12.8 -12 Eq. 12.10 -1 PTASWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION SeaHir 2124 Third Avenue • Suite 100 Seattle • WA 98121 TeL 206.443.6212 Far 206•143•4810 Tacoma: 934 !roadway • Suite 100 • Tacoma WA 48402 141.7.4 • 0411 Project Name C,J(` AQ r- r�,� i s Project Info , Z1T 011 � Lf"'q. - Max)4 \4,WA °tetivt 7/16/2012 2213 -Zak ∎ Proj. No. Initials Design Sheet Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.477115 Longitude = - 122.28774499999999 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.471 (Ss, Site Class B) 1.0 0.506 (S1, Site Class B) Conterminous 48 States 2000 NEHRP Seismic Design Provisions Latitude = 47.477115 Longitude = - 122.28774499999999 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.10 deg grid spacing Period Sa (sec) (g) 02 1.383 (Ss, Site Class B) imp 4-t- cS \, S i t e WAIS Okolt (IRS 4613'1 ', g0lt�� Exposure $ F Roof Angle c -.ate V. V r ,mph Ground to tap of roof } Ka- A 5 � -.3 *. Table 6-4 Bottom of roof to top of roof "__ 1= 1 . Table 6-1 (mean roof height} h= G-, .R -, mss. `- 6.5.8.1 Calculate Kzt ?'' degrees height of topography distance from H/2 to crest >l distance from crest to site Height from bottom of build Bldg Face CP Windward Wall " �0 Leeward Wall Windward Roof .- 0.3 Leeward Roof 'Note= Cp values are conservative worst case values H /Lh= 0.29 <0.2? If so, Kzt =1.0 if H/Lh <0.2 per 6.5.7.1 Kzt= (1+K1K2K3)2 = 1.23 Pressures: Ht Pwwwe9a P P,,,ua (psf) 0-15 0.57 11.02 7.49 5.09 12.59 15-20 0.62 11.99 8.15 5.09 13.24 20 -25 0.66 12.76 8.68 5.09 13.77 25-30 0.7 13.53 9.20 5.09 14.30 30-40 0.76 14.69 9.99 5.09 15.08 41 -50 0.81 15.66 10.65 5.09 15.74 Pww m0r Pow roof Proof (psf) 3.06 6.11 9.17 sr: ram -4\t Wv, ( cg_ (0.5;) 2.k( 4:_\1V`S \3r ()' Wc-( 115c\ ) =-t5 \-4 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle.- 2121 Third Avenue • Suite 100 • SeaUle • WA 99121 Tick 209.143.6212 far. 206. 143.1870 Tacoma.. 931 Broadway -Stine 100 - Tacoma - WA 98102 Proiect Name ?) Qe QeS• 7/16/2012 \Ac�13 ` {i it\ Aft5 11-4 2OIZ,-oI Project Info PLOj. 90. ' A.VA1 ciek E Initials ""gn Shoes. Kz Oz Pressures: Ht Pwwwe9a P P,,,ua (psf) 0-15 0.57 11.02 7.49 5.09 12.59 15-20 0.62 11.99 8.15 5.09 13.24 20 -25 0.66 12.76 8.68 5.09 13.77 25-30 0.7 13.53 9.20 5.09 14.30 30-40 0.76 14.69 9.99 5.09 15.08 41 -50 0.81 15.66 10.65 5.09 15.74 Pww m0r Pow roof Proof (psf) 3.06 6.11 9.17 sr: ram -4\t Wv, ( cg_ (0.5;) 2.k( 4:_\1V`S \3r ()' Wc-( 115c\ ) =-t5 \-4 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle.- 2121 Third Avenue • Suite 100 • SeaUle • WA 99121 Tick 209.143.6212 far. 206. 143.1870 Tacoma.. 931 Broadway -Stine 100 - Tacoma - WA 98102 Proiect Name ?) Qe QeS• 7/16/2012 \Ac�13 ` {i it\ Aft5 11-4 2OIZ,-oI Project Info PLOj. 90. ' A.VA1 ciek E Initials ""gn Shoes. Wind Design ASCE 7 -05 Method 2 - Analytical Procedure I= 1 Calculate Kzt? Kzt= -. mph Table 6-4 Table 6 -1 6.5.8.1 Roof Angle = Ground to top of roof Bottom of roof to top of roof (mean roof height) h= 19 ft Pressure Coefficients from Figure 6-6: Bldg Face CD Ht Windward Wall Leeward Wall Windward Roof Leeward Roof ' 0.3 w `Note= Cp values are conservative worst case values Pressures: Ht KZ q2 Pmr woes Pivavalfs Patens (pet) 0-15 0.57 8.96 6.09 4.14 10.24 15-20 0.62 9.75 6.63 4.14 10.77 20-25 0.66 10.38 7.06 4.14 11.20 25-30 0.7 11.01 7.48 4.14 11.63 30-40 0.76 11.95 8.12 4.14 12.27 41 -50 0.81_ 12.73 8.66 4.14 12.80 Pww root Phi row Proof (pst) 2.49 4.97 7.46 \ev 6 ESCARPMENT rr� SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Sea Ric 2124 Third Avenue • Suite 100 • Seattle • WA 90121 Tat 206.443.6212 Fax 206.443.4870 Tacoma: 934 &rodway • Suite 100 • Tacoma - WA 96102 Tat 253.204.9470 Far 253284.9471 Project Name ZikkOtiZ 9.QS , t \ 7/1.6/2012 Project Info &t '2) JJ�yL11nvQ.J L�17 -1 =Gr -1\0,.w\t0.,1,UAy$llof Initials LA D-i" Shaer 2273 - 2012 -01 Lyle Bridge Residence North /South Elevation Profile 4r 14032 38thMa 5, Tukwila, YA168, USA f21 Temporary Nimes • Primary Database 6«das andtabek E® Pb finals Mb 30 ® 7dings ilpamn Vhxherer Z's* Gallery o {� G7dw■awaraness EMI Mom $f4 ' deCl( \4032 ."2,r)kk, h\Q• ss 'W,Nopk\ct,WA TWA L6 East/West Elevation Profile gCioWte tteStdeme t4o32 95kh R "Q•S- 'MVWit(k)WA ctbtcat L(o 1\1or \h I S0Ukkh J1 J (took: U mis I /m 11 6.,5 (2.1 1�1 g°I(3t4 OT w4 25iV- k‘D CMS�CI(n vw : a.(e2K i VEQ =2.2tt tvkvp4 ww g1pt 1S; East ma!) 12.2 wq 2 ?K CSt4 vw= 0, 61,5t4.-- \Ra= tilt Tic T(c. 'foc- Pgrk wakt, h(b=2;t beau Theo 0,re rwo ShCartrNi alt s , 2 rich w1 +1\ a «.nc a- 4fi No smear (apathy 2ff� ca1\_ t.5° t/ 3, K ( S (ice ts. vw : o, co2�i� VE41:2iY. efl vw-u,ut.J. vEa =tl►� Zit "I tZ.�k� rrSWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Sea the 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443 .6212 Fax: 206.443.4870 Tacoma 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253 -284.9470 Fax: 253.284.9471 RA6ge U fence Project lA(2 2 1), `c\ (\I Q• S' \L` \A\ t \)11\ ckZ\ (Pe Date 22 13-1012 -■ Prot. No. L Sheet • La}er a1 Qess�n ..oS\ I VJQo.' Q.oO 4-3 k - 210 1 Ww=�5p \f oc'Nt (i = 2A5f� oZ-1(1,\5 0:11(1.1 2.5\1 308 (v9(0 3(A 1v))-1(0 2 N2 -\p 2W2� \0 (9.ny_ ct.Vb tV ct-\ST CHST12 vw=oll - VEC� Wu, =11. 04. or -4v- _V00 Y Vw:(,l VE(4' 2. \5 1c1(b = Ificft crSe G1ema\o� `1\i/t, for stisWc I, i ‘4, IJ1 N 12.54-► 4f' OM 1, 1`10K j2.(01 . 6,,t 0 lo.52‘.4. 6&c1,e . /o,3% . I. Va./ 0 .f014,C oT k3 3(x-) 1.$ (D(k) M0 nu t4 VtOut 3ra 44 561(1,484 215 I NA L'- L. iU VEOU E� vv Li) Vat f ‘1"i Lek. 1."1tc nu/ 40v2 raSWO FAG A STRUCTURAL ENS ENGINEERING N SAY CORPOET RATION Seattle: 2124 Third Avenue • Suite 100-Seattle-WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Far. 253.284 -9471 %cidcie 22S\CeruQ Project 1401/ `• 5 \t j�jAnVQGp�, -VckW c `r " `� l t (e t 1(t(oL2Gl2 Nib 3- 2ot1-( Proj. No. Design L1 Sheet Gravity 4w _ a ;sA AAtT e:+. 2124 Third Avenue • Suite 100 • Seattle . WA 98121 Office 206.443.6212 Fax 206.443.4870 f ... totC Voti* 1-)141,14011400 -4 e co �c raSWOAE A STRUCTURAL ENS ENGINN SEERING Y FAG CORPORT ATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax 206.443.4870 Tacoma: 934 Broadway • Suite 100 . Tacoma • WA 98042 Tel: 253 .284-9470 Fax: 253.284 -9471 ?ivKge, 2. skcgoce VAG'37_ VD31) /WI Z- S DI VOItOkL Pro} No , Sheet w :C\ ( kV() =2A0cAi tc= aFk t1.1 ;It t�CE tit= 3,440 {A# VlAck ® w = A004-(244)= Eopt-c Q =SC�k tt= 4(104 M \ 000 -C4 fb: t364Qs'f7.-tuNthe {s= 052,95\ 4v: at 9S'12MeCt rS =4(o?' Fb = 850QS N=1.15) giB?Sl �v = 1l395i An.= b.tl m = Q 1(s2,2 S = 0,11,0 = Qhlol2 -ib = 31°? v =' c\ Fb S50 cs1(co =1.\5)( =1.0)((r= 05)= 1124 Qsc V■_ \5o1(Xs\ (( :\' 5 }= \l%(S\ tSTL= o,o�`t= 11525 A S= 0,05' Q t lA(oEi 'Cb_ \,4ORpS.\ = i 4QS1 /2m_�. * CF s gt T Q.4.1, °l8 PS■ Q1T (z't;( Z �v= \ ')UPs\ito =tY-A T4G1 &11- =0A31c1=9(33c L�S=o.1:1to Q.153 ip -\;. s\ 1tritWO ,C5 -�25psi �v = 14UQsi !Ztomt rt =10 psi ‘ 0 " - - 125oQs•\(Cp= 1.\5'(( :'.: :\\13 v '413 QS•\ u tt_: c), o-1 c ((Op lN'4004 (1CA )0 :141= 424 Q= 0.51 k4 w -A0VS (C;) =2b00{ 2)(VL Z,A "o.( rfiiEO FAGE A SW STRUCNSTURAL ENGINEERING N SAY CORPORT ATION Seattle: 2124 Third Avenue • Suite 100 Seattle • WA 98121 Tel: 206.443 6212 Far 206.443.4870 Tacoma 934 Broadway Suite 100 • Tacoma WA 98042 Tel: 253.284 .9'470 Fax: 253.284.9471 koge Q \OQC\C. k (AZ VA') t cv,\cvJ11A , \/\Jtk `12.got 1 (012012 Date 2213 20t2 -0 t Pro'. No. Desl Z Sheet 0 Uo = 4 0O p1-f (14 s-Aloot M = 21.1(69 •t4 L-221 f v v.9opsf (W i-= 5 (po?\ eaakk. vv:- rci3 U p% d W ; 40 cl.s5f ( t) ....:2(K)Of w2 = gvpsr(tfA)= %o \ n - i 1 t'3 tt rt Q2 = Zitt3* �b=‘11,1191 -Fv -12QS1 TI(Ops1 11 V 11°t itr IZ`t � 4000+. goopi� Kt �b - 2gQO gS� 0=,15 = io pS' (co = 1,15) = 2.1916 q+ (9f4. (4j 5f� st/314 OS` DAL ^Q(5g8 410= (gA3vsi iv *1619,5i �b = 1350p,S1 (CO =. 1() =ItYP St CV: hbps+(co=1.c, rt (z,tT\ v = a3 vs\ ctos, 1359 psi Fv = t,ocst AI L = o.o -et : - (109ft 4:515 Q S" (2membe r s = 28z, ps :\ v =-coqQs` /2r#lembeis; 35_,p1� Fn : 25695! 1070 F v - k czcs\ pm:: o,o2 if (>7 (21e4 �a= 2,-io59s\Nmembe s =clo2ps.1 v = M gsi (3 wrier s - 5O 93 ■ Ft.. Pi()() (++`1\ c 1ci.0 Fv- 113QSt cU p -2420)* _c' c X 4200 = Ockils e 5-56\(5.5k0 11a4oj.S\0.15)0 :Ms1= 1092Psi raSWO FAGET A STRUCTURAL ENS ENGINEERING N SAY CORPORATION Seattle: 212,1 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206 •'43.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 WkAloP 5'(e .\5 1 F = "41.09 (3.1 LI 12 C6060 f, QQC\OZlce \4032 2bk'n Rve, AW(..+�� \a ( \NA R81G E 1 IUD a°a Date 1-2V�,-1.0 t2.-Gt Proj. No. Design ��3 Sheet 4b mos-xe .� ale« rIswENsoNsAYFAGET k'44211 V)Vo (\\/. A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway Suite 100 Tacoma WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 -tuka> lc4 t V JA l8vOG rrSWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue Suite 100 • Seattle WA 98121 Tel: 206.443.6212 Fax 206.443.4870 Tacoma 934 Broadway • Suite 100 • Tacoma • WA 98042 Tel: 253.284.9470 Fax 253.284.9471 C \ 1O\ QQt (1& -\cQ Project t4o32 ?,`1th 1\Vp . S . �11�t �Ut1 —U t Proj_ Na Design C15 Sheet w = 4QS.C(0)44) 65 Of vomovs ' \1(955kt = 1(0“ Ma\ \ow = 3 ;-I t `3 52,o t M =210 04X4 t1. tsin t- 3�5xVblo Q= 12.5-4 R1= 3,tZfe -V R1 =-t,i� t* W750p3F (bfa {Qct1= t:,0op1f Q=3kt .4 ' `t0vk4 Q vs :9ps! (VA) =s;7c, -c =3�k V_■= c-15 \S1 Nt = 2115 -ck TL=11,`)Wx 1,G11,1VQ� t+ GN.105 o,201n = 9-((o$(7 -th=t 5ps \; ^t3O s' <f-v oil } 0,04 • 0.391t1= 9/54,5 1ti(e "t 'St 210ca ttol' 4,C. l \I \< 'I, \I, ki t1,5 t • VI Lit 31/2 cl11 /g 34MN 2.1 o0(Sr T 24t LS-1 3112X111(e UL 1)t/zx i0/� k 41 I (z2 R3 arszi SWO FAGET A STRUCTURAL ENS ENGINEERING N SAY CORPORATION Seattle: 2124 Third Avenue • Suite 100 Seattle • WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma WA 98042 Tel: 253.284.9470 Fax: 253.284.9471 Pro `0\e R.Q,S‘O\Q(lce \40'32 2) ' \ we. S ) VvA c18'(fle -1(t6(2012 Date ti .713." oCZ.-0\ Prof. No. Design U. Sheet (1.144 -)= (9') 0; g.Fl4f� Q: 455 kA -2 \15`1344 \I C69 Ix) - 5 oV5z (1-CA) 5oQ1 V-7- 200.1 t-t: (p1Vgi-� v\= 5opsRi. P)=05ps ;got M=\,\`O 1 iv= 5►ps‘ Fb = 2ti50 �fl v= 1ti5pS� 1%1 ?J, 4\/: t1ps\ t,= 21SGps► 0,05n $1;060 f bb = tgib ik Q3 -�v = S5 p3 i Fb = �c)OpS; (Ci = o,?,) = (AcTS1 ATL° G,Lkn = 1(4 22 Fb: poops\ to _ 1\oopo v- `vbpii ) = klt9,6 6,.N.= 0.14(GDOZ {� = 444 p3\ v F1) -1000 %∎(0te)Ct l) = 88e;ps\ v = teop.06,E) =14q 11,TL-:;0,3t = Et.(4(,r.) 3t4 Q 1 -ti• LS t. 3V/. X Wig LSt.3 /2x ■Ne PT. 2x 120 le 0.C- p.T 4X12' raSWOO A STRUCTURAL ENS ENGINEERING N SAY FAG CORPORATION Seattle: 2124Third Avenue • Suite 100•Seattle WA 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma 934 Broadway • Suite 100. Tacoma WA 98042 Tel: 253.284.9470 Far 253.284.9471 ?\ oleReS \knc-Q Project X4032 2`,h avp. S. 1(1o12a►2 Date 2Z13A0(1-0 t Proj. No. Design Sheet 3/3/2014 City of Tukwila Department of Community Development LYLE BRIDGE 14032 35 AV S TUKWILA, WA 98168 RE: Permit No. D12 -354 BRIDGE RESIDENCE ADDITION Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director New Inspection Request Line 206 438- 935 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 4/23/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 4/23/2014, 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, arsh> }ll hnicMn File No: D12 -354 6300 Southcenter Boulevard Suite #100 e Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 engineering p c Memorandum Date: August 14, 2013 To: City of Tukwila Permit Center From: Laurie Pfarr Project: Lyle Bridge Residence LPD Project No: 200 -13 -01 Subject: Permit Re- submittal 911 Western Avenue, Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 Ipdengineering.com RECEIVED CITY OF TUKWILA AUG 1 4 2013 PERMIT CENTER This memorandum provides drainage design details for a building addition at the Lyle Bridge residence located at 14032 35th Avenue S (parcel 1523049007) in the City of Tukwila. This building addition is currently under permit (D12354). The project results in less than 2,000 sf of new and replaced impervious surface; therefore the project is not subject to drainage review per the 2009 King County Surface Water Design Manual (KCSWDM) as adopted by the City of Tukwila. However, since the project has no formal discharge location, stormwater best management practices to disperse flow in accordance with the City of Tukwila requirements are proposed to be implanted. In addition, these drainage elements will be sized to accommodate additional future impervious surfaces, as discussed with Dave McPherson in the Tukwila Public Works department. Existing Conditions The existing parcel consists of a single family residence located on the central portion of the site, with an asphalt driveway and concrete walkway that accesses 35th Avenue S to the west. The eastern portion of the site consists of vegetation. To the east, north and south are single family residential homes. The site generally slopes to the east with grades at approximately 10 to 15% slope. Currently, runoff from the existing driveway and building directly discharge to the surface and sheet flows to the east. The property is located within the Southgate Creek Basin which ultimately discharges to the Duwamish River. Proposed Conditions The proposed project includes construction of a building addition at approximately 624 sf. The project proposes to match existing drainage patterns by dispersing flows from the building footing drains and roof downspouts to the east. Storm drainage design for this project has been completed in accordance with the 2010 Tukwila Infrastructure Design and Construction Standards and 2009 King County Surface Water Design Manual (KCSWDM) as adopted by the City of Tukwila. Runoff from a portion of the building addition will be conveyed to rain garden planters via the downspouts as noted in the plans. The rain garden planters have a combined bottom area of 26 sf. With EVI$ION N0.2 • • engineenng p c vertical side slopes, depth of 1 ft, and storage depth of 3 inches minimum, these planters will provide future mitigation for 104 sf of impervious area (26 sf x 1 ft / 0.25 ft). Overflow from the rain garden planters and runoff from the remaining portion of the building addition will be conveyed to a 30 foot gravel dispersion trench along the east side of the site, at the required minimum of 5 ft from the property line. This dispersion trench is sized to mitigate approximately 2,100 sf of impervious area in order to disperse flow for the rain garden overflow, remaining building addition area, as well as potential future development. Please let us know if you have any questions or comments. cc: File August 14, 2013 City of Tukwila Page 2 May 13, 2013 Lyle Bridge 14032 35 Ave S Tukwila, WA 98168 City of Tukwila Jim Haggerton, Mayor Department of Coniii,unity Development Jack Pace, Director RE: Correction Letter #1 to Revision #1 Development Permit Application Number D12 -354 Bridge Residence Addition —14032 35 Av S Dear Mr. Bridge, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, 1 M iVVIIV4/0 Je n ' feMarsl Pe it chni File No. D12 -354 all ian W:IPermit Center1Correction Letters120121D12 -354 Corr Ltr #110 Rev #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax 206- 431 -3665 DATE: PROJECT NAME: PERMIT NUMBER: ADDRESS: ZONING: PLANNING DIVISION COMMENTS May 13, 2013 Bridge Addition D12 -354 14032 35th Ave S LDR The Planning Division of DCD has reviewed the above permit application. The permit application cannot be approved. 1. Provide a revised site plan showing the location of the retaining walls. • • DANA C.G. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/ fx.. (206) 367- 2665 m (425) 765- 1501 dcgwa l ker 1 Cacomcast.net January 10, 2013 City of Tukwila Department of Community Development Permit Center 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA 98188 Re: Plan Check/Permit Number: D12 -354 Lyle Bridge Residence Remodel and Addition Project Summary of Revisions: Dated 1.10.13 1. The "S" structural sheets do not have an engineer's stamp on those sheets. Provide structural plan set sheets produced by the engineering or that relate to the engineering packet, wet stamped and signed by the engineer. All of the "S" sheets are now provided with the engineer's wet stamp and signed by the engineer and are resubmitted herein. These revised "S" sheets are listed below, and all revisions have been clouded (with the exception of the Engineers Stamp and signature on each sheet that are not to be distorted or altered). 2. The Building Code Notes reference the IBC. Since this is a R3 residence the IRC codes shall apply. For consistency refer all code references and notes with those of the IRC with the Washington State Amendments. The history of the URC/IRC includes many years when it was simply R -3 Occupancy applicable code sections extracted from the UBC/IBC into a smaller volume that made it easier for residential design and construction without use of the more cumbersome IBC that included sections for all Occupancy and Construction Types. Back then the Section numbers and organization/sequencing followed the same format. It became critical to RECEIVED have a completely separate code when all occupancies except R -3 requirrATY OF TUKWILA JAN 16 2013 CORRECTION LTR ILA.- b4l2-3514 PERMIT CENTER • • sprinklers. Now all occupancies including R -3 new construction require sprinklers, so the justification for this separate code is less obvious since the R -3 requirements remain intact in the IBC under the basic original format. As a member of the ICC we sought their technical support services on how they interpret or compel the use /applicability of one code vs. the other code, and these codes interrelationship. My official inquiry was made on January 7, 2013, with technical adviser Jeff, and it is their interpretation that the use of the IRC for one and two family dwellings and townhouses not over three stories above the grade plane is defined in the first section of the IBC, Section 101. The use of the IRC for these building types and occupancies is shown as an exception to Sec. 101.2 Scope. Jeff with the ICC specifically stated that it was their interpretation that "the use of the IRC is an exception to this code section, and all exceptions in the IBC are optional and may or may not be taken. All buildings can still be built per the IBC. The text in the exception indicates that these buildings "shall" comply with the IRC; however this is still an exception, and as all exceptions in the code it is still not required to be taken." Jeff with the ICC was very sympathetic and apologetic that there was no cross reference for the different Section numbers of these codes. We established the text is identical in many sections discussed between these codes, however the text for each section has in many cases been reorganized, and it has been consistently renumbered. As the owner may elect to take the IBC Sec. 101.2 Exception and comply with the IRC in lieu of the IBC, we are referencing each these two code's sections, where applicable, per this ICC interpretation. The owner(s) shall indicate their election to take this exception in the revised Building Code Notes No. 1 on Sht. A.0.2 and all IRC Code references shall apply throughout. All of the codes references have been reviewed and revised as necessary, the revised sheets are listed below, and all revisions have been clouded. 3. Revise Building Code Note # 5 to refer to the IRC Section R314 SMOKE ALARMS & Section R315 CARBON MONOXIDE ALARMS with the correct notes of those codes. In addition show the CO detectors (Alarms) outside and within the close vicinity of the bedrooms on the floor plans. The code referenced is now replaced with Washington State Amendments. R4 in that old code has not been adopted by the State. (IRC R314, R315 & IBC Section 310 Washington State Amendments). The Building Code Notes on Sht. A.0.2 have been revised to refer to the correct IRC Washington State Amendments sections and notes for Smoke Alarms and Carbon Monoxide Alarms. The Smoke Alarms and Carbon Monoxide Alarms have been added to the Floor Plans and the 2IPage • • Power/lighting Plans. These sheets are listed below in the revised sheets, and all revisions have been clouded. 4. Identify those windows required to be safety glazing on the floor plans and specify the safety glazing requirements on the window schedule. The windows required to have safety glazing are now noted with an 'S' on the floor plans Sht. A.2.2 and A.2.4, and on the Building Elevations on Sht. A.3.1 and A.3.2. This safety glazing symbol has been added to the "Window" Symbol in the Floor Plan Legend on Sheet A.2.0.a. The safety glazing requirements are further indicated in the "NOTES" Column of the Window Schedule and in the Notes shown on Sheet A.2.0.b indicating all locations for safety glazing in windows is shown on the Building Floor Plans and Elevations. All glazing in doors is shown to be safety glazing. This glazing requirement in doors was previously shown the Building Code Notes and indicated in the Door Schedule. Door Notes have been added with these safety glazing requirements on Sht. A.0.2, and these requirements remain in the Door Schedule, Sht. A.2.0.b. Sheets A.0.2, A.0.2.a, A.2.0.b, A.2.2, A.2.4, A.3.1, and A.3.2 have all been revised as indicated, are listed below in the revised sheets, and all revisions have been clouded. 5. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Provide specification with details for anchoring the deck ledger to the exterior of the building per Table 8502.2.2.1. Show the lateral load connection required by Section 8502.2.3 and in accordance with Figure R502.2.2.3. For lateral loads a hold -down tensions devices shall be installed in not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1500 pounds. (IRC- R502.2.2.1 & R502.2.3). Blaze Bresko, Swenson Say Faget, Structural Engineer of Record, has revised the plan on sheet 5.2.3 and revised detail No. 7 on sheet S.3.2 per email/letter and attachments received December 12, 2012 (copy attached). Detail No. 18: Shear Wall Schedule on Sheet s.3.5 has also been clarified /revised per attached email/letter received from Blaze Bresko, Swenson Say Faget, Structural Engineer of Record on November 20, 2012, and is listed below in the revised sheets. All revisions have been clouded (copy attached). The following SHEET INDEX indicates all sheets that have been revised and resubmitted herein as Permit Revisions dated 1.10.13. All revisions are 3IPage clouded as requested (with the exception of the engineer's stamp /signatures) and four sets (per telephone conversation with Bill in the Building Division on January 8, 2013) of these revised documents are attached. LYLE BRIDGE RESIDENCE REMODEL & ADDITION: PLAN CK /PERMIT NO. D12 -354 SHEET INDEX- PERM IT REVS.1.1 0.13 INCLUDED IN PERMIT REVISIONS 1.10.13 SHEET NO. DESCRIPTION .N0_ n ° a. E A.0.1 TITLE SHEET - INDEX, SITE ID,VICINITY MAP, SITE PLAN, LAND USE CODE DATA 1 A.0.2 GENERAL NOTES, BUILDING CODE DATA, NOTES, INFORMATION, FLOOR AREAS 1 A.0.3 WSEC & VENTILATION INFORMATION r �w NOS =.,., ; . „ +; A.0.4 LOT COVERAGE & GRADE /BASEMENT PLANE CALCULATIONS & DIAGRAMS NO`�° EC.2.1 EXISTING CONDITIONS: BASEMENT FLOOR PLAN & DOOR SCHEDULE ENO„ t, ' s,1 EC.2.2 EXISTING CONDITIONS: FIRST FLOOR PLAN & WINDOW SCHEDULE 1 A.2.0.a FLOOR & ROOF PLAN NOTES & LEGENDS; STAIR NOTES AND DETAILS 1 A.2.0.b _ DOOR & WINDOW SCHEDULES, NOTES, FLASHING DIAGRAMS 1 A.2.1 FOUNDATION PLAN SEEBEt0W „ S.2.1 STRUCTURAL FOUNDATION PLAN 1 A.2.2 BASEMENT FLOOR PLAN 1 A.2.3 FIRST FLOOR FRAMING PLAN SirdiEtovie S.2.3 STRUCTURAL FLOOR FRAMING PLAN 1 A.2.4 FIRST FLOOR PLAN 1 A.2.5 ROOF FRAMING PLAN i'403tElAit S.2.5 STRUCTURAL ROOF FRAMING PLAN 1 A.2.6 ROOF PLAN, ATTIC VENTILATION 1 A.3.1 BUILDING EXTERIOR ELEVATIONS & LEGEND 1 A.3.2 BUILDING EXTERIOR ELEVATIONS & LEGEND _ A.3.3 BUILDING SECTIONS & NOTES 010 .� ' A.4.1 WALL SECTIONS A.4.2 WALL SECTIONS 1 A.4.3 ASSEMBLY TYPES Np " 'x "'y A.5.1 DETAIL BATH 2 FLOOR PLAN; INT. ELEVATIONS NO ? °. A.5.2 DETAIL KITCHEN FLOOR PLAN; INTERIOR ELEVATIONS NOf -.,. A.5.3 DETAIL STAIR PLAN, SECTIONS & DETAILS :r -; _ ; A.7.1 EXTERIOR DETAILS: OPENINGS, SIDING & TRIM SYSTEMS 4IPagc NQ . `?,� _ , , . '; A.7.2 EXTERIOR DETAILS: WALL SECTIONS & ROOF INTERSECTIONS NO'r * A.7.3 INTERIOR NT. TRELLIS, GUARDRAIL, THRESHOLD, &MSC. DECK, 1 S.1.1 STRUCTURAL NOTES 1 S.2.1 (SEE ABOVE) STRUCTURAL FOUNDATION PLAN 1 S.2.3 (SEE ABOVE) STRUCTURAL FLOOR FRAMING PLAN _ _ 1 S.2.5 (SEE ABOVE) STRUCTURAL ROOF FRAMING PLAN 1 S.3.1 STRUCTURAL DETAILS 1 S.3.2 STRUCTURAL DETAILS 1 S.3.3 STRUCTURAL DETAILS 1 S.3.4 STRUCTURAL DETAILS 1 S.3.5 STRUCTURAL DETAILS 1 E.2.0 POWER & LIGHTING NOTES, LEGEND, SCHEDULES 1 E.2.1 BASEMENT LEVEL POWER & LIGHTING PLAN 1 E.2.2 FIRST FLOOR LEVEL POWER & LIGHTING PLAN 25 TOTAL NUMBER OF SHEETS INCLUDED IN 1.10.13 PERMIT REVISIONS We hope that these completed revisions meet with your approval, if you have any questions please feel free to call me to discuss. Projects that reuse and /or remodel of existing materials and structures are becoming increasingly predominant in green building enterprises and we are advocates of these building types as successes towards increased sustainability within our environment. Thank you for your assistance in this endeavor, it has been a pleasure working with the City of Tukwila Department of Community Development. Dana CG Walker S I P a g e • • Dana C. Gibson-Walker From: Blaze Bresko [bbresko@swensonsayfaget.comj Sent: Tuesday, November 20, 2012 11:10 AM To: bridgeld©earthlink.net Cc: Dana Walker Subject: Bridge Residence Attachments: SSF Shearwall Schedute.pdf Hello Lyle. Good to meet up with you again. The MSC connector should be specified with the following information: Valleys to be skewed at 32degrees and sloped at 16degrees. Also, I noticed that the Shearwall schedule that was in the drawings had a few typos in it, so I've attached a clean version for your use. Blaze Bresko, PE, SE Principal r Swenson Say Faget A Structural Engineering Corporation 2124 3rd Ave. Suite 100 Seattle, W.\ 98121 (206) 443 -6212 Work (206) 898 -4539 (:ell (206) 443-4870 Fax bbresko©a swensonsayfaget.com www.swensonsayfaget corn 1 2x OR LSL 16d NAILING PER SCHEDULE EDGE NAILING OVER EA. STUD Detail A 16d NAILING PER SCHEDULE 2x NAILER 16d NAILING PER SCHEDULE Dated B PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 1/2' max. to edge of washer Detail C SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loci - Seattle. WA 98121 ph: 206.443.6212 fax: 206.443.4870 Shearwall Schedule 0® ®0® Mark Sheathing Panel Edge Nailing Top Plate Connection Base Plate Connection if Tit if 2x or LSL® at Wood at Concrete W6 15/32° COX PLYWOOD 8d ® 6'oc 16d ® 6'oc A35 ® 24 "oc ® 16d Q 6'oc 5/8'0 A.B. 0 48'oc W4 15/32° CDX PLYWOOD 8d 0 4 "oc . 16d ® 4'oc A35 016'ac 'I" 16d 0 4 "oc 5/8'0 A.B. 0 32'oc W3 0 15/32' COX PLYWOOD 8d 0 3'oc (2)rows 16d ® 6'oc A35 0 12"oc ® 16d 0 3°oc® 5/8'0 A.B. 0 16'oc W2 0 15/32' CDX PLYWOOD 8d 0 2 "oc (2)rows 16d 0 41/2"ac A35 0 9'oc ® (2)rows 16d 0 4'f2 "oc0 3,8'0 A.B. 0 12'oc 2W3 © 15/32' COX PLYWD. EA. SIDE 8d 0 roc EA. SIDE n/o A35 0 6 "oc (2)rows 16d 0 roc ® W0 A.B. 0 16°oc 2W2 OS 15/32" CDX PLYWD. EA. SIDE Bd 0 roc EA. SIDE n/a HGA10 0 8'oc (2)rows 16d 0 2'oc ® 5/8"0 A.B. 0 12'oc O BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d 0 12°o.c. ® 8d NAILS SHALL BE 0.131 °0 x 21/2' (common) — 16d NAILS SHALL BE 0.135'0 x 31/2' (box) () EMBED ANCHOR BOLTS AT LEAST 7'. EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4° EMBEDMENT. ALL BOLTS SHALL HAVE 3' x 3° x 1/4° PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2' OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. © 3x FOUNDATION SILL PLATES ARE REQUIRED FOR 2W3 AND 2W2 3x STUDS ARE REQUIRED AT ABUTTING PANEL EDGES AND PANEL JOINTS SHALL BE OFFSET EACH SIDE OF WAIL STAGGER NAILS AT ADJOINING PANEL EDGES. 3x STUD, MIN., REQUIRED AT END OF SHEARWALL ® TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SINGLE —SIDED SHEARWAL S. ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. O ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. CD 7/l6' O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX. ® LTP4's MAY BE SUBSTITUTE)) FOR A35's AT CONTRACTORS OPTION. ® A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. CD STAGGER NAILS IN ROW W/ 1/t' MIN. OFFSET. ® MINIMUM OFFSET BETWEEN ROWS 1/2 ", AND MINIMUM RIM OR JOIST 31/2" WIDE' Shearwall Schedule - ( Sheathed One & Two Sides) File l Wo -09 -0 1 a 'Scale 3/4" - 1' -0" ITitle I Shearwall Schedule - (Sheathed One & Two Sides) 1 Boxes j �FWC) • • Dana C. Gibson - Walker From: Blaze Bresko [bbresko @swensonsayfaget.com] Sent: Wednesday, December 12, 2012 8:53 AM To: Dana C. Gibson - Walker Subject: RE: Correction Letter Attachments: Bridge deck detail 7a 12- 12- 12.pdf; Bridge deck framing 12- 12- 12.pdf Dana, see attached revised plan and detail for the deck connections per the city comment #5. Blaze Bresko, PE, SE Principal Swenson Say Faget A Structural Engineering Corporation 2124 3rd Ave. Suite 100 Seattle, WA 98121 (206) 443 -6212 Work (206) 898 -4539 Cell (206) 443 -4870 Fax bbresko(8swensonsayfaeet.com www.swensonsayfaget.com Original Message From: Dana C. Gibson - Walker [mailto:dcgwalker1(comcast.net] Sent: Tuesday, December 11, 2012 5:25 PM To: Blaze Bresko Subject: FW: Correction Letter Hi Blaze, the correction letter is attached for Lyle Bridge Addition /Remodel...I guess this means we will be having a holiday lunch or more! I also have two new residential projects to discuss, on the clock. See you soon, Best, Dana Dana CG Walker Original Message From: Lyle Bridge [ mailto:bridgeldfaearthlink.net] Sent: Tuesday, December 11, 2012 1:27 PM To: Dana Walker Subject: Correction Letter Hello Dana, I'm sending the only page that counts. Let me know if it doesn't work. Lyle Bridge 1 .r Tax 61/8 OlUto X(R ■3 ?.T.04 gyp) ' 1QS1 C M Wet PLAN PANEL EDGE- NAILING OVER ALL HOLDOWN STUDS HOLDOWN PER PLAN. NAILING PER SHEARWALL SCHEDULE 1/44114x3/2. 5DSr 54.44. §e[t ; A35 PER SHEARWALL SCHEDULE VERTICAL GRAIN BLKG. TO MATCH HOLDOWN STUDS (4)8d INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN LEAVE ONE END OF STRAP UNAILED JUST PRIOR TO COVERING (2) 16d THRU EA. JOIST OR BLOCK WHERE JOISTS ARE PARALLEL, PROVIDE . TJI BLKG. ® 48 "oc SHEARWALL PER PLAN JSON SAY FAGET URAL ENGINEERING CORPORATION Avenue - Suite 700 - Seattle. WA 98121 43.6212 fax: 206.443.487o BEAM /HDR. PER PLAN (where occurs) AT E 77-,gioiz £&J(.- 7- 06- 01(tji) (Scale) 3/4" = 1' -0" jrtle I Exterior Floor Framing (w/ TB's) \ Boxes\ One November 30, 2012 Lyle Bridge 14032 35 Ave S Tukwila, WA 98168 • City of Tukwila fie Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D12 -354 Bridge Residence Addition —14032 35 Av S Dear Mr. Bridge, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, File No. D12 -35 Omirg-0 W :IPermit CenterlCorrection Lettersl20121D12 -354 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206- 431 -3665 • Tukwila Building Division] Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Bridge Residence Addition Permit #: D12 -354 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The "S" structural sheets do not have an engineer's stamp on those sheets. Provide structural plan set sheets produced by the engineering or that relate to the engineering packet, wet stamped and signed by the engineer. 2. Building code notes reference IBC. Since this is a R3 residence IRC codes shall apply. For consistency refer all code references and notes with those of the IRC with Washington State Amendments. 3. Revise building code note #5 to refer to IRC Section R314 SMOKE ALARMS & Section R315 CARBON MONOXIDE ALARMS with the correct notes of those codes. In addition show the CO detectors outside within the close vicinity of the bedrooms on the floor plans. The code referenced is now replaced with Washington State amendments. R4 referenced in that old code has not been adopted by the State. (IRC R314, R315 & IBC Section 310 Washington State Amendments) 4. Identify those windows required to be safety glazing on the floor plans and specify the safety glazing requirements on the window schedule. 5. Where supported by attachment to an exterior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Provide specification with details for anchoring the deck ledger to the exterior of the building per Table R502.2.2.1. Show the lateral load connection required by Section R502.2.3 and in accordance with Figure R502.2.2.3. For lateral loads a hold -down tension devices shall be installed in not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1500 pounds. (IRC R502.2.2.1 & R502.2.3) Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. ',PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -354 DATE: 08/14/13 PROJECT NAME: BRIDGE RESIDENCE ADDITION SITE ADDRESS: 5615 S 141 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Building Division W Public Works Di-k-c113 A-1P Fire Prevention L '1 Planning Division Structural Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete it Comments: Incomplete DUE DATE: 08/15/13 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route KI REVIEWER'S INITIALS: DATE: Structural Review Required n No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 09/12/13 Approved ❑ Approved with Conditions Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DERMIT COORD COM/ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12-354 DATE: 05/21/13 PROJECT NAME: BRIDGE RESIDENCE ADDITION SITE ADDRESS: 14032 35 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # DEPARTMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Complete DUE DATE: 05/23/13 Not Applicable ❑ Comments: . Permit Center':Use Orily. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/20/13 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit`Center:Use'Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 'PERMIT COORD COP? PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D1� -354 PROJECT NAME: BRIDGE ADDITION SITE ADDRESS: 14032 35 AV S DATE: 05/06/13 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Q OyvN$PC t 01't' Public Works Fire Prevention Structural Planning Division U ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 05/07/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/04/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [)-! Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: D�1. !� Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials:_' • PEW CO PLAN REVIE O�TING SLIP ACTIVITY NUMBER: D12 -354 DATE: 01 -16 -13 PROJECT NAME: BRIDGE RESIDENCE ADDITION SITE ADDRESS: 14032 35 AV S Original Plan Submittal Response to Incomplete Letter X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Ci B ilding ivision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01 -22 -13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 02 -19 -13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use .Only ' " • r ' "m • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • pE Tco• c PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -354 DATE: 11 -02 -12 PROJECT NAME: BRIDGE RESIDENCE ADDITION SITE ADDRESS: 14032 35 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPA TQMEN S:,t. �4t wi Ax)//4- 1 � `► k �Y /o � 11'11 �` V Bu' lain Division ire Prenntlon Planning Division L �ub IIII c WoliKsr Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -06-12 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -04 -12 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) N Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: L Departments issued corrections: Bldg 11 Fire ❑ Ping ❑ PW ❑ Staff Initials: C_ Documents /routing slip.doc 2 -28 -02 • • PROJECT NAME: P)I iA PS A-4 Lk-) (,- PERMIT NO: 1)[2^ SITE ADDRESS: HO 9/ @ C ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS armA' 1 l II) t3';1 �l 9►I r3 1 - gg Summary of Revision: P' I 1 l L S � L" ziotiovb tA-- T wh A ti l\ \ fek-rAvAl VA It C Received by:�� rh 6 A,r Q J REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN TIALS li— b$41-2) Summary of Revision: rv�n Q�,i'at h� e Received by: le Br.eccie) c2 (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please pent REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us r REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 44 Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: 619-W(1 0G HOC € fD9Mok MO))2 2 r i i�1E MFR Phone Number: 7,-.0 6- 725- 1 21 1 Summary of Revision: A-il1PdL Arir 14 2013 tFi'MIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0 H: Wppliwtions\Forms- Applications On Lane :2010 Appbcanons17 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 a Depardnent p Community Development 6300 Southeetitet Boulevard, Suite #100 `tti wi'la,'Wasli ngtod 98188 l*hotie: 206-431-3670 Web site: http://www.TultwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions wil not be accepted through the mail, fax, etc. Date: 5.22.13 Q "`• 1"- .Pw'asgia a n: rG- ..;xin;:s. ■ ►w� Plan Check/Permit Number: D12-354 '4G rRrr� •• .a. w.• ;..„„ ' . esponse to • comp etc Letter # Response to Correction Letter # 1 Revision # 1.. after Permit is Issued 0 R.evisionse uested by a City. ding Inspector or Plans Examin .likjitt Name: Bridge Residence ce Addition Proleet Address: 14032 35 A:v S Contact Person: ILYLE BRIDGE, OWNERI Sullnmary, of Revision: Qtr,,ou MAY 212013 carrels Phone Number: Revisions Submitted to Sheet A.0.1: 206 - 856 -4077 Site Plan: indicate addition of Retaining Wall at South exterior wall of Addition and Blaze Bresko, PE, Swenson Say Faget, with detail is attached). Revise proposed South SIde Yard Setback to 12' - 3 ", all Revisloiib due c luuded, Detdil 1 /A.0.1 ib attached tajevised:Sh4eet,A:0;1,� Land Use Data Chart Revise South Side Yard Setback to 12' - 3 " .SlreetN:'umbet(s): °Cloud' or hightig J a A0.1 WITH ATTACHED DETAIL 1/A0.1 olfareas of revision including date of revision Received at the City of Tukwila Permit Center by. Entered inPetuiits Plus on OC WWI eme s mla City of Tukwila I REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5A. /2.(313 Plan Check/Permit Number: D I Z— j ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # fit Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner � n Project Name: / / f (i t� � � � Project Address: /Z/0 3 2 3.74 41/ 2 S Contact Person: )( /• r&t Phone Number: 206 C 5'6-4 (C3 7 Summary of Revision: ) Gup. qlp-/v -e (tom r r'� S 7d c�ppo rt- n /� f l f� r SPC 4 H un rt" , CJ 4m oece 4 O K — (Z) eu, ,yo e-ead 5 evQv' /14(1c c_ )-9(l( < RECEIVED EIVED ru MAY .0 6 2013 P€ptArr r.:r<er Sheet Number(s): "Cloud" or highlight all areas of revision including 'da/te of revision • """ Permit at the City of Tukwila Peit Center by: Entered in Permits Plus on 05/D W/3 H:\ Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Revision Submitlal.doc Created: 8 -13 -2004 Revised: 7 -2010 CitAf Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: tt 1 CQ , Plan Check/Permit Number: I) I� ❑ Response to Incomplete Letter # X, Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:___ Project Address: I-4 %?-- X - . Contact Person: I1D Phone Number: Summary of Revision: CEED MR Tu h AN 1.6 2013 0ERMrr cE p Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cent-r by: Entered in Permits Plus on 01 H:\ Applications\Forms- Applications On Line\2010 Applications \7.2010 - Revision Submittal.doc Revised: May 2011 City of Tukwila CERTIFICATE OF WATER AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov PERMIT NO.: 1 Part A: To be completed by applicant Site address (attach map and legalAcription howing hydrant locatinn.aad -size of ma'n): / o •3 A 3 5_ S !t4 e6)1 /q LL14 Pe /66 Owner Information Agent/Contact Person Name: ) , , /� /) /3,00(7‹ ,Name: Address: v a 2 26-.4-7 44.,,„ S Address:4(k f z.,,,,A_ �;1a - ! Phone: 20 f t0� �'.< T 0 7 -7 Phone: This certificate is for the purposes of: Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): PdCI L h q c>1 _ r 0711 s q- bpt-) Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): 11)' () Owner /Agent • atur 9 -2/- 20 /z.- Date Part B: To be completed by water utility district 1. The proposed project is within 1 [ /<t / . .q / 1< i ni 2. ❑ No improvements required. (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: C_ r D 7^.1kwi/ -4 ,t gftT REQyt; A-") Per-se,i 7'D /'•/rl -Iw-oz YF /f , S PR ; N i <cg 5 y 5-1-E A4 j 5 P uLcz ._ LOA 256e- / .5 CAA/ i o0C:Ra—A-5F- S e F L,N F TD 4 / L i,V i'/ AJE E ©ED ^ Fc— R c 4K4.RF -- _ (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / -7i7n gpm at 20 psi residual for a duration of 2 hours at a velocity of "7 , / fps as documented by the attached calculations. 5. Water availability: Q'-----Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. RECEIVED CITY OF TUKWILA NOV 0 2 2012 I hereby certify that the above information is true and correct. Kin! Cr q. Afr Li E72 Q i S r. i — 5 Agency/Phone 2.6(0'1_ z,-4 2._ 15 47 By /I'tLL(l.1 . P ,0__ PERMIT CENTER q •- 2L{ - -/ z Date E "›<ARES This certificate is not valid without Water District 125's attachment entitled "Attachment to Certificate of Water Availability" H:'Applicationa\porma- Applications On Line \2011-05 Water Availability.doc Revised: May 2011 bL13sy lOWARDUlETT PAN! 14816 Milit Road Sout AID P.O. Box 6 0 Tukwila, WA 98168 Phone: (206) 242 -3236 SEP. 21'2012 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Residential: $50 Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) 1 Purpo a of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision U Rezone ❑ Other Proposed ilit Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: f_ „ /,Q 6 6 V4( e Phone: 6 - 6 '— Y `/ 7' Property Address or Appr xi to Location: — r Tax Lot Number: 19'03 Q -7s u� S itifreti/(0.c I5 R 3D Ligoo 7 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed, by Sewer Agency) 1. d a. Sewe rvice will be provided by side sewer connection OW .eet- rom -the site and the sewer system only to an existing 6 size sewer has the capacity to serve the proposed use. system of: to reach the site; and /or site; and/or OR ❑ b. Sewer service will require an improvement to the sewer ❑ (1) feet of sewer trunk or lateral ❑ (2) the construction of a collection system on the U (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system improvement will require a sewer comprehensive plan amendment. ,❑,,( 3. L:I a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: Rt_J' S i an PERMIT:' t= 0O v") a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County /Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. RECEIVED b. Easements: ❑ Required ❑ May be Required CITY OF TUKWILA c. Other: Nov 021012 b 11...... 35-14 PERMIT CENTER I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date • • -ture. By ri-k7( Title 9 -2_ I- IZ Date • p ‘• .•1 • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFfICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. ' 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. • 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time-of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms a_d conditions herein. Date Signature • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) L / L [please print name] , states as follows: PERMIT NO: D l a - 354 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number _, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Signed and sworn to before me this th y of f r LG_"A , 20 13 . 21A00e244 �• &10C4 % NOTARY PUBLIC in and for the State of Washington Residing at ( , Coouunty%� Name as commissioned: ,, (4S My commission expires: \ D 19- 30( 5 18.27.090 Exemptions. The registration provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed • chapter do not apply to: by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a raljdnele eal d'61gtractor's license under chapter 19.2 RC`W ihat mkI93 s a certified journeyman electrician, a certifi @d fesi t al'§ lecialty electrician, or an etectrital trainee mhti_tlt requirements of chapter 19.28 RCW to peg o lumbing work that is incidei%tallytLdirect! and irrimed�ely appropriate to the like -in-1 ind replacement oa household appliance or other sm l ggiise1,g44,uti'i}zd'f equipment that requires limited elect c�pow.er a7id 1Ui'tted waste and /or water connections. An,eleetrit i trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. 24x36 File: Lyle Bndge_PLAN.dwg Plotted-by: -dionneb .Dote: 14—Aug-1.3 1:16 :39pm U J i H L :, i A i 9, l 1 Section 15, Township 23N, Range 4E W.M. FOOTING DRAI (TYP) 1 x 31 LF 4" SD ® 2.0% CONNECT DS TO 4" S (TYP OF 2) rn i v; EXISTING HOUSE /// I BASEMENT `ADDmON IFF 90.86 35 L 4" SD 2.0% SD ISDCOn RIM 9 2 . 0 - 1 E 8 8 . 6 I ,: ONNECT F0011N DRAIN TO PROPOSED 4 SD .1/ 1 \ v• lr l SDI SDCO ri 'IM90.±J 1E88.0 WINN i— — 88 AABILIZE DISTURBED AREA PRIOR TO PROJECT COMPLION } ROJECT LIMITS ,!oti(PLl. 4:, (41f6 . \,.\ .\ I I /7/ 75 L D .6f 2.0% D,CK ABOVE 13 LIB; 4" SD \2.0% ONNEOT RAIN GARDEN \(TYP OF 3) 1 5LF4 "''.� \SD X2.0% 'i '_ 05 i MINIM I ,.< • I l A IN GARDEN PLANTER i r :, S DISCHARGED TO PLANNING APPROVED • No changes can be made.to these plans without approval from the Planning Division of DCD Approved B :, i' Date: , 1-(9—('� ) ! ' (TYP OF 5) 0 RAIN GARDEN PLANTERS PER ARCH (TYP OF 6) f \\1 —NI SEPARATE PERMIT REQUIRED FOR: Qchanical tectrical COPlumbing uas Piping 7 of Tukwila i... N \. \ } r- Y- These plans have been reviewed by the Public 'Forks Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: g l� 13 aktir J SD It SDCO RIM 88.0 n IE 86.4 30 LF GRAVEL l 1 DISPERSION TRENCH c -1. SD *2 SDCO RIM 88.0 n IE 86.4 10 0 r.! 5 10 20 Scale 1=10' Legend 230 231 FF78.0 /_. DSO u `4V PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CONCRETE PAVEMENT GRAVEL SURFACING GRAVEL DISPERSION TRENCH FOOTING /SUBSURFACE DRAIN STORM DRAINAGE PIPE SITE WALL DOWNSPOUTS QUARRY SPALL DISCHARGE PAD RE- VEGETATED /HYDROSEED AR FELE C f5 PY Permit No.. b 12pelScli Pen mvew approval is subject to errors and omissions. I,.- . .31 of coast ucfion documents does not authorize t.. : ttyf'n off. any adopted code or ordinance. Receipt f. :droved Field Copy and cordons is ;knowledged: By 4 c,//' Date:, ?/f 7/z0/3 City Of Tukwila BUILDING DIVISION APR 23 20W RECEIVED 15 2013 PUBLIC WORKS RECEIVED CITY OF TUKWILA REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. rev oris will require a new plan submittal r;a7 i. W'ude additional plan review fees. AUG u► PERMIT CENTER Call 3 Working Days Before ' You DIG! NO1oQ a5 �� 1- 800 - 424 -5555 911Western Ave, Suite 420, Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering plIc www.lpdengineering.com Stamp ©2013 LPD Engineering PLLC No. Revisions Date 0 1" 2" Two Inches At Full Scale If Not Scale Accordingly Project Name W Z N 0 W W il= 1 71) ao Li, Lc, ce) Q N '-'1 oo LLI J � w >=1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 11 2013 CV— City of Tukwila BUILDING DIVISION Project No. Issue Date Scale Designed Drawn AUGUST 14, 2013 1 "= 10' UP DMB Checked Li P Approved Lip Description GRADING & DRAINAGE Sheet C 1.0 DRAINAGE NOTES NOTES: 2' SQUARE I IF CLEANOUT IS IN CONCRETE 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO CITY OF TUKWILA PRIOR TO THE N 1. TRENCH SHALL BE CONSTRUCTED S SO AS TO PREVENT P POINT DISCHARGE AND /OR EROSION 911Western Ave, Suite 420, Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering p l l c www.lpdengineering.com Stamp ©2013 LPD Engineering PLLC N Revisions Date 0 1" 2" Two Inches At Full Scale If Not Scale Accordingly Project Name REVIEWED FOR CODE COMPLIANCE APPROVED SEP 11 2013 City of Tukwila BUILDING DIVISION CITY OF TUKW Project No. Issue Date Scale Designed Drawn AUGUST 14, 2013 1" = 10' UP Checked LJ P DMB Approved LJP Description DETAIL & NOTES Sheet SHEET INDEX SHEET NO. DESCRIPTION A.0.1 TITLE SHEET-INDEX, SITE ID,VICINITY MAP, SITE PLAN, LAND USE CODE DATA A.0.2 GENERAL NOTES, BUILDING CODE DATA, NOTES, INFORMATION, FLOOR AREAS A.0.3 WSEC & VENTILATION INFORMATION A.0.4 LOT COVERAGE & GRADE/BASEMENT PLANE CALCULATIONS & DIAGRAMS EC.2.1 EXISTING CONDITIONS: BASEMENT FLOOR PLAN & DOOR SCHEDULE EC.22 EXISTING CONDITIONS: FIRST FLOOR PLAN & WINDOW SCHEDULE A.2.0.a FLOOR & ROOF PLAN NOTES & LEGENDS; STAIR NOTES AND DETAILS A.2.0.b DOOR & WINDOW SCHEDULES, NOTES, FLASHING DIAGRAMS A.2.1 FOUNDATION PLAN S42.1 STRUCTURAL FOUNDATION PLAN A.2.2 BASEMENT FLOOR PLAN A.2.3 FIRST FLOOR FRAMING PLAN S.2.3 STRUCTURAL FLOOR FRAMING PLAN A.2.4 , FIRST FLOOR PLAN A.2.5 ROOF FRAMING PLAN S.2.5 STRUCTURAL ROOF FRAMING PLAN A.2.6 ROOF PLAN, ATTIC VENTILATION A.3.1 BUILDING EXTERIOR ELEVATIONS & LEGEND A.3.2 BUILDING EXTERIOR ELEVATIONS & LEGEND A.3.3 BUILDING SECTIONS & NOTES A.4.1 • WALL SECTIONS A.4.2 WALL SECTIONS A.4.3 ASSEMBLY TYPES A.5.1 DETAIL BATH 2 FLOOR PLAN; INT. ELEVATIONS A.5.2 DETAIL KITCHEN FLOOR PLAN; INTERIOR ELEVATIONS A.5.3 DETAIL STAIR PLAN, SECTIONS & DETAILS A.7.1 EXTERIOR DETAILS: OPENINGS, SIDING & TRIM SYSTEMS A.7.2 k EXTERIOR DETAILS: WALL SECTIONS & ROOF INTERSECTIONS A.7.3 EXTERIOR & INTERIOR DETAILS: DECK, TRELLIS, GUARDRAIL, THRESHOLD, & MISC. INT. S.1.1 STRUCTURAL NOTES S.2.1 (SEE ABOVE) STRUCTURAL FOUNDATION PLAN S.2.3 (SEE ABOVE) STRUCTURAL FLOOR FRAMING PLAN S.2.5 (SEE ABOVE) STRUCTURAL ROOF FRAMING PLAN S.3.1 STRUCTURAL DETAILS S.3.2 STRUCTURAL DETAILS 5,3.3 STRUCTURAL DETAILS S.3.4 STRUCTURAL DETAILS S.3.5 STRUCTURAL DETAILS E.2.0 POWER & LIGHTING NOTES, LEGEND, SCHEDULES E.2.1 BASEMENT LEVEL POWER & LIGHTING PLAN E.2.2 FIRST FLOOR LEVEL POWER & LIGHTING PLAN 0 5 S 143rd SE 14054 VICINI ThV IVI A F) SCALE: NONE • • • " •, Exprens; Cteijon■ : S 1 401Si REVISIONS No changes shall be made to the scope of Wert( without rrior approval of • Tukwila Building Division_ NOTE: .Revisions will requiro a ry,27,,, War) submittal and may include additional plan review fpcs._i PLANNING APPROVED • No changesban be madeto these plans without approval from the Planning Division of DCD App By: C> lepo Date: 11111 FILE COPY Pena No., V1'2--2 Plan review approval is ; toms and °MINIMS. Approval of constnitilion doasnants does not authcrize the v;olation of any adopted 1, • ; or onfinance. Receipt ot approved Field oul , # f■I • #ed: fr/1/ •14 Eh St G . . Stock.1-loaci LI RochEtle S Mist. St By ,z- e7 z9Vtz_0(3 City Of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED FOR:' OttileChanical Electrical Plumbing Gas Piping City of Tukwila BLiii.DING DIVISION Econo Lodge t-,,,,i $eafart Airport North • Cora EffisIrtO 142n St P' • smell Drugs a ,:"Chriotorther nt• Fort? • 477,5 • • J6 9 I? the Box M12. Gpogle S 1441 0 4 4 a‘i . S14 S Southgate MONO Horne Park. 4 CO S 141s161 - If • ■ L. BRIDGE SF RESIDENCE REMODEL/ADDITION LAND USE DATA CHART CITY OF TUKWILA, WA ZONING: LDR - LOW DENSITY RESIDENTIAL ZONING CODE: TUKWILA MUNICIPAL CODE TITLE 18 - ZONING LAND USE DATA: CH 18.10 ALLOWED/REQUIRED SHOWN PROPOSED PERMITTED USE CH 18.10.020.1 DWELLING -ONE DETACHED SINGLE FAMILY DWELLING PER LOT DWELLING -ONE DETACHED SINGLE FAMILY DWELLING PER LOT NO CHANGE • DENSITY: CH 18.10.010.A MAX. ALLOWED DENSITY: MAXIMUM OF 6.7 DWELLING UNITS PER NET ACRE 1 DWELLING UNIT/.3 ACRE OR 3.3/ACRE NO CHANGE LOT AREA: (GROSS LOT AREA): .cH 18.10.010.A 6500 SF . 13260 SF NO CHANGE LOT WIDTH: CH 18.10.060 AVERAGE LOT WIDTH = 50 FT. MIN.; STREET LOT WIDTH = 20 FT. MIN. • ' 68.0 FT; 68.0 FT. NO CHANGE SETBACKS: 18.10.060 FRONT-BUILDING: 35TH AVENUE SOUTH 20 FT . 70.75 FT „PLO *CHANGE -..-...... FRONT: DECKS/PORCHES: 35TH AVENUE SOUTH 15 FT 69.78 FT REVIEWED FOR N ?CHANGE SIDE: NORTH ADJACENT (PROPERTY9SE IS SF RESIDENTIAL) 5 FT 11.5 FT CODE COMPLIANCE FT../ s SIDE: SOUTH (PROPERTY USE IS SF RESIDENTIAL) 5 FT 20.5 FT APPROVED ,,,1 ,I T irfr/•,/ REAR: (PROPERTY USE IS SF RESIDENTIAL) 10 FT 107.5 FT 8&5 FT BUILDING FOOTPRINT/SITE COVERAGE: CH. 18.10.57 MAY 2 3 2013 BASIC MAXIMUM FOOTPRINT OF ALL RESIDENTIAL STRUCTURES OF LOTS UP TO 6500 SF (% OF GROSS SITE AREA) BASIC ALLOWABLE = 35% OF LOTS UP TO 6500 SF ' - City*. BUILDIN kwila e a IVISION .. REDUCTION OF ALLOWABLE % SITE AREA FOOTPRINT FOR LOTS OVER 6500 SF • REDUCE ALLOWABLE BY 0.125% FOR EACH 100 SF OF LOT AREA OVER 6500 SF UP TO 19,000 SF = 6760 SF/100 = 67.6 X 0.125% = 8.45 % REDUCTION FROM 35% BASIC ALLOWABLE ABOVE = 26.55% TOTAL ALLOWABLE BUILDING FOOTPRINT • REDUCED ALLOWABLE BUILDING FOOTPRINT = 26.55 % OF 13,260 SF LOT AREA = 3520.53 SF 851.67 SF . • 1812.67 SF/6.13 %( SEE LOT COVERAGE SHT A.0.4) BUILDING HEIGHT: 18.10.060 BUILDING HEIGHT . 30 FT. MAXIMUM CALCULATED PER WA STATE BUILDING CODE EXISTING HEIGHT 16' - 0" +/- BUILDING HEIGHT 16' 6+1-ABOVE GRADE PLANE (SEE GRADE PLAN CALCULATION A.2.0 & ELEVATIONS, A.3. SHEETS) PARKING: CH. 18.56; FIG 18.7 OFFSTREET PARKING: 2 SPACES/DWELLING UNIT <1= 3 BEDROOMS • 2 SPACES</= 3 BEDROOMS NO CHANGE TAX / GEOGRAPHIC IDENTIFICATION TAX ID: 1523049007 / GEOGRAPHIC ID: 14032 35TH AVE S, TUKWILA, WA 98_168 LEGAL DESCRIPTION S 68 FT OF N 430 FT OF W 195 FT OF E 415 FT OF SW 1/4 OF SW 1/4 1 EXISTING. _ ;SF RESIDENCE ittekotio_t PROJECT DESCRIPTION Remodel Existing SF Residence: (Floor Area: 139 SF) remodel eastern exterior wall to provide new opening to new addition & remodel building envelope, abandon existing stair, and remodel basement level to provide Bathroom No. 2. Addition: East/Rear Yard Site Clearing; Foundation/Basement Level Excavation (spoils to be used on site to provide level area in rear yard); prepare substrate for lower level slab on grade with under slab mechanical, plumbing, electrical; construct new two level wood frame addition: Basement (554 SF), First Floor (592 SF), Basement Level Patio (265 sf), and First Floor Deck (241 SF). 4d'eeA-: Y. DANA L.G. WICK Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765- 1501 dcgwalker1@comcast.net 0 0 6.0 0 1'2; ° •••....:-...„:.,::::::. •• • • . • .,.. •.. •... ,. ••••.: *.f. -..,,,,,,,...,..`i■ "."....... `s. `...,..,.... `.."...,. '', "... "..`..... ',..N.,.s...,..`.■. `......s...,,,,..`,,.. "...."..,..,.`.. '... `... '', -...'s:•..:::-..■.■■.'s-'. `...N.,:■■.'",,,N. \ '`...,,,.."..,..,.., ...,,,,,,....\■...,,,,, •••, '...s.,..,...-..,..,:. `.. '.. `."..,`s,. : .. mown !um Emingi TEA: Ii tap Comity Homing AtPholitt • 44th St • t Sfo Map data @I201 2 Goo: .. • ' • • .• . • %NM I SCALE: 1" : 20'-0" NOTE: 1. ALL INFORMATION REGARDING EXISTING CONDITIONSAS SHOWN ON SITE PLAN AND LAND USE DIAGRAMS HAS BEEN PROVIDED BY THE OWNER; THIS OWNER PROVIDED INFORMATION HAS BEEN SHOWN FOR INFORMATIONAL DESIGN AND PERMITTING PURPOSES ONLY AND SHALUMUST BE VERIFIED ON SITE. -<c? r-r06- 412- ,--reocy-- CORRECT*, LTR# 1.1!!!!rir 11!ZOIS. :21 0}XWr1At " • :1104 " - 'SION KO ASe 711,. 444 -re elgroF4M. 4arkerso..' APR 23 2011i REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S CO CO 03 - • k E • i PROJECT INFO,: LAND USE ZONING DATA SITE PLAN Phase/Date DD Ia..4-. ).• .... ... Revisions IC>. las.. 105 Drawn By DW 1Job No. 111071 Sheet A.001 Of SHEET INDEX SHEET NO. ZONING CODE: DESCRIPTION A.0.1 ALLOWED /REQUIRED TITLE SHEET - INDEX, SITE ID,VICINITY MAP, SITE PLAN, LAND USE CODE DATA A.0.2 PERMITTED USE CH 18.10.020.1 GENERAL NOTES, BUILDING CODE DATA, NOTES, INFORMATION, FLOOR AREAS A.0.3 NO CHANGE WSEC & VENTILATION INFORMATION A.0.4 MAXIMUM OF 6.7 DWELLING UNITS PER NET ACRE LOT COVERAGE & GRADE /BASEMENT PLANE CALCULATIONS & DIAGRAMS EC.2.1 LOT AREA: (GROSS LOT AREA): CH 18.10.010.A EXISTING CONDITIONS: BASEMENT FLOOR PLAN & DOOR SCHEDULE EC.2.2 NO CHANGE EXISTING CONDITIONS: FIRST FLOOR PLAN & WINDOW SCHEDULE A.2.0.a 68.0 FT; 68.0 FT. FLOOR & ROOF PLAN NOTES & LEGENDS; STAIR NOTES AND DETAILS A.2.0.b FRONT- BUILDING: 35TH AVENUE SOUTH DOOR & WINDOW SCHEDULES, NOTES, FLASHING DIAGRAMS A.2.1 NO.CHANGE FOUNDATION PLAN S,2.1 . 69.78 FT STRUCTURAL FOUNDATION PLAN A.2.2 5 FT BASEMENT FLOOR PLAN A.2.3 SIDE: SOUTH (PROPERTY USE IS SF RESIDENTIAL) FIRST FLOOR FRAMING PLAN S.2.3 13.0 FT STRUCTURAL FLOOR FRAMING PLAN A.2.4 107.5 FT FIRST FLOOR PLAN A.2.5 BASIC MAXIMUM FOOTPRINT OF ALL RESIDENTIAL STRUCTURES OF LOTS UP TO 6500 SF (% OF GROSS SITE AREA) ROOF FRAMING PLAN S.2.5 REDUCTION OF ALLOWABLE % SITE AREA FOOTPRINT FOR LOTS OVER 6500 SF STRUCTURAL ROOF FRAMING PLAN A.2.6 REDUCED ALLOWABLE BUILDING FOOTPRINT = 26.55 % OF 13,260 SF LOT AREA = 3520.53 SF ROOF PLAN, ATTIC VENTILATION A.3.1 BUILDING HEIGHT: 18.10.060 BUILDING EXTERIOR ELEVATIONS & LEGEND A.3.2 EXISTING HEIGHT 16' - 0" +/- BUILDING EXTERIOR ELEVATIONS & LEGEND A.3.3 OFFSTREET PARKING: BUILDING SECTIONS & NOTES A.4.1 NO CHANGE WALL SECTIONS A.42 WALL SECTIONS A.4.3 ASSEMBLY TYPES A.5.1 DETAIL BATH 2 FLOOR PLAN; INT. ELEVATIONS A.5.2 DETAIL KITCHEN FLOOR PLAN; INTERIOR ELEVATIONS A.5.3 DETAIL STAIR PLAN, SECTIONS & DETAILS A.7.1 EXTERIOR DETAILS: OPENINGS, SIDING & TRIM SYSTEMS A.7.2 EXTERIOR DETAILS: WALL SECTIONS & ROOF INTERSECTIONS A.7.3 EXTERIOR & INTERIOR DETAILS: DECK, TRELLIS, GUARDRAIL, THRESHOLD, & MISC. INT. $.1.1 STRUCTURAL NOTES S.2.1 (SEE ABOVE) STRUCTURAL FOUNDATION PLAN B.2.3' (SEE ABOVE) STRUCTURAL FLOOR FRAMING PLAN S.2.5 (SEE ABOVE) ` STRUCTURAL ROOF FRAMING PLAN S.3.1 STRUCTURAL DETAILS $.3.2 STRUCTURAL DETAILS S.3.3 STRUCTURAL DETAILS S.3.4 STRUCTURAL DETAILS S.3,5 STRUCTURAL DETAILS E.2.0 POWER & LIGHTING NOTES, LEGEND, SCHEDULES - E.2.1 BASEMENT LEVEL POWER & LIGHTING PLAN E.2.2 FIRST FLOOR LEVEL POWER & LIGHTING PLAN REVISIONSt No changes shall be made to the scope of work without prior approval of Tukwila Building. Division.. MOTE: Revisions will require a,hew plan submittal . and may inOlude additional plan review fess. J PLANNING APPROVED No changes can be made. to these • plans without approval from the Planning Division of DCD Approved By Date: FiLE COPY rreltt•No.: \-7 12 --- Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize __ ---- _. the violation of any adopted c ode or ordinance. Receipt of approved Field acknowledged: L. BRIDGE SF RESIDENCE REMODEL /ADDITION LAND USE DATA CHART CITY OF TUKWILA, WA ZONING: LDR - LOW DENSITY RESIDENTIAL ZONING CODE: TUKWILA MUNICIPAL CODE TITLE 18- ZONING LAND USE DATA: CH 18.10 ALLOWED /REQUIRED SHOWN PROPOSED PERMITTED USE CH 18.10.020.1 DWELLING -ONE DETACHED SINGLE FAMILY DWELLING PER LOT • DWELLING -ONE DETACHED SINGLE FAMILY DWELLING PER LOT NO CHANGE DENSITY: CH 18.10.010.A MAX. ALLOWED DENSITY: MAXIMUM OF 6.7 DWELLING UNITS PER NET ACRE 1 DWELLING UNIT /.3 ACRE OR 3.3 /ACRE . NO CHANGE LOT AREA: (GROSS LOT AREA): CH 18.10.010.A 6500 SF 13260 SF NO CHANGE LOT WIDTH: CH 18.10.060 AVERAGE LOT WIDTH = 50 FT. MIN.; STREET LOT WIDTH = 20 FT. MIN. 68.0 FT; 68.0 FT. NO CHANGE SETBACKS: 18.10.060 FRONT- BUILDING: 35TH AVENUE SOUTH 20 FT 70.75 FT NO.CHANGE FRONT: DECKS /PORCHES: 35TH AVENUE SOUTH 15 FT 69.78 FT NO CHANGE SIDE: NORTH ADJACENT (PROPERTY USE IS SF RESIDENTIAL) 5 FT 11.5 FT 7.5 FT SIDE: SOUTH (PROPERTY USE IS SF RESIDENTIAL) 5 FT 20.5 FT 13.0 FT REAR: (PROPERTY USE IS SF RESIDENTIAL) 10 FT 107.5 FT 86.5 FT BUILDING FOOTPRINT /SITE COVERAGE: CH. 18.10.57 BASIC MAXIMUM FOOTPRINT OF ALL RESIDENTIAL STRUCTURES OF LOTS UP TO 6500 SF (% OF GROSS SITE AREA) BASIC ALLOWABLE = 35% OF LOTS UP TO 6500 SF REDUCTION OF ALLOWABLE % SITE AREA FOOTPRINT FOR LOTS OVER 6500 SF REDUCE ALLOWABLE BY 0.125 % FOR EACH 100 SF OF LOT AREA OVER 6500 SF UP TO 19,000 SF = 6760 SF /100 = 67.6 X 0.125% = 8.45 % REDUCTION FROM 35% BASIC ALLOWABLE ABOVE = 26.55% TOTAL ALLOWABLE BUILDING FOOTPRINT REDUCED ALLOWABLE BUILDING FOOTPRINT = 26.55 % OF 13,260 SF LOT AREA = 3520.53 SF 851.67 SF s 1812.67 SF/6.13 % ( SEE LOT COVERAGE SHT A.0.4) BUILDING HEIGHT: 18.10.060 BUILDING HEIGHT 30 FT. MAXIMUM CALCULATED PER WA STATE BUILDING CODE EXISTING HEIGHT 16' - 0" +/- BUILDING HEIGHT 16' 6 " +/- ABOVE GRADE PLANE (SEE GRADE PLAN CALCULATION A.2.0 & ELEVATIONS, A.3. SHEETS) PARKING: CH. 18.56; FIG 18.7 OFFSTREET PARKING: 2 SPACES /DWELLING UNIT </= 3 BEDROOMS 2 SPACES < /= 3 BEDROOMS NO CHANGE - -- PROJECT DESCRIPTION TAX / GEOGRAPHIC IDENTIFICATION By City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 ?013 TAX ID: 1523049007 / GEOGRAPHIC ID: 14032 35TH AVE S, TUKWILA, WA 98168 S 68 FT OF N 430 FT OF W 195 FT OF E 415 FT OF SW 1/4 OF APR a 2014'. EXISTING SF RESIDENCE j Remodel Existing SF Residence: (Floor Area: 139 SF) remodel eastern exterior wall to provide"new opening to new addition & remodel building envelope, abandon existing stair, and remodel basement level to provide Bathroom No. 2. Addition: East/Rear Yard Site Clearing; Foundation /Basement Level Excavation (spoils to beused on site to provide level area in rear yard); prepare substrate for lower level slab on grade with under slab mechanical, plumbing, electrical; construct new two level wood frame addition: Basement (554 SF), First Floor (592 SF), Basement Level Patio (265 sf), and First Floor Deck (241 SF). City of 'wild BUILDING VISION letAtz- Ec:rnt Lar!(le >Pa1.9G Almon Korth 4Ctth Si Southgate PAtilkt Horne Park S 14.1st_St S 141 13 142 xi SC S 143rd Sl VICINITY MAP SCALE: NONE 4ta,tel( Droga Expres; C•argo; Jtiak Irt the D<x { it Couray Hntt ittg At(t Prig X2[112 Goode 441h S 144th St 0 S 144th SG Moo data E.12012 .._Gaoc 6-''''6"---4:1•tr*-114tAt1131+14114a12- SITS PL SCALE: 1" : 20' -0" NOTE: 1. ALL INFORMATION REGARDING EXISTING CONDITIONS AS SHOWN ON SITE PLAN AND LAND USE DIAGRAMS HAS BEEN PROVIDED BY THE OWNER; THIS OWNER PROVIDED INFORMATION HAS BEEN SHOWN FOR INFORMATIONAL DESIGN AND PERMITTING PURPOSES ONLY AND SHALUMUST BE VERIFIED ON SITE. LEGEIV . ' et,447.1wit tzF b - os:ek.® 451-g4;114- ezzreAe+da0 4 , REC :IVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER • WALKER Associates 18204 Ballinger Way NE Lake forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765- 1501 d tgwalkerl@comcast. net 1 •�. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISIO N REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S to Co PROJECT INFO, LAND USE ZONING DATA SITE PLAN . Phase /Date DD Revisions 4:". Ins • 12 Drawn By DW Job No. Sheet A.0.1 11107 Of NOTE* *ALL BUILDING CODE NOTES REVISED 1/10/13 BUILDING DING CODE NOTES`r:`� CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON 1 Applicable Building Code: All work shall be in compliance with the 2009 INTERNATIONAL BUILDING CODE (iBC) including the Washington State Amendments effective July 1, 2011, the adoption of Appendix E and ICC /ANSI A117.1 -2003, and the 2009 International Existing Building Code Effective July 1, 2010 as set forth in WAC. IBC Exception Code Alternative: Per IBC Sec.101.2 Scope, This project work includes remodel and addtion to a one - family dwelling not more than three stories in height that shall remain the same use and and height and as such the owner may choose to take the Sec. 101.2 Exception: all -- work shall comply with the 2009 INTERNATIONAL RESIDENTIAL CODE For One and Two Family Dwelings (IRC) and the 2009 Washington State Building Code Council (WSBC) Ammendments and Standards to the IRC as set forth in the Washington Administrative Code (WAC), and this code's inherent sections for Mechanical, Plumbing, and Electrical. If the owner elects to take this exception the work shall comply with the 2009 IRC and the WAC State Amendments to this 2009 IRC and in these documents the IRC (R)X) References shall apply throughout. Owner's election of Code Alternative above: The Owner(s) take the IBC 101.2 Exception, and shall comply with the 2009 IRC /2009 Washington State and Tukwila Amendments where all "R "- XXX code references shall apply throughout as follows:.All work of the R -3 Occupancy Lyle Bridge Residence Addition and Remodel has opted to take IBC 101.2 Exception and shall comply with the 2009 IRC and all applicable (WAC) Washingtom State and City of Tukwila Amendments. Yes No Owner(s)Initial Date Applicable Codes: This work shall also comply with the 2009 Washington State Energy Code (WSEC) as set forth in WAC, and the current City of Tukwila and /or King County Zoning, Building,. and Construction Codes, and all other state and local jurisdiction codes, rules and regulations as adopted by authorities having jurisdiction over the work. Code Sections referenced /mentioned shall include all sub - sections, tables, footnotes, exceptions, etc. Access to all of the applicable codes and amendments thereto shall be maintained on the site throughout the entire construction process, including the following: 2009 IRC - International Residential Code (See Note** below) 2009 Washington State Amendments to the 2009 IRC (See Note** below) : 2009 IBC - International Building Code (See Note** below) 2009 Washington State Amendments to the 2009 IBC (See Note ** below) 2009 Washington State Energy Code (See Note'""" below) 2009 IFC - international Fire Code (See Note ** below) 2009 IFGC - International Fuel Gas Code (See Note** below) 2009 IMC - International Mechanical Code (See Note** below) 2009 UPC - Uniform Plumbing Code (See Note ** below) 2006 NEC - National Electrical Code (See Note ** below) b.. All Washington State and City of Tukwila Amendments to all applicable codes (See Note**' below) ' Tukwila Muncicipal Code Title 18- Zoning ** Note: Verify with State and City of Tukwila all applicable IRC Sections adopted w/ IRC Code Alt. above. 2 Site Address/Premises Identification: per IRC Sec. R319 /IBC Sec. 501.2: Provide Premises Identification Site Addresse(s) in contrast with their background material with placement to be in such a position as to be plainly visible and legible from the street or roadway/ driveway fronting the i building /property. Letters or numbers shall be a minimum of 4 inches high with a minimum stroke of 0.5 inch per IFC and the City of Tukwila and King County Building and Fire Department Codes. - 3 Fire Resistive Construction per the IRC (Comply with IBC Ch. 7 if IBC Sec 101.2, Exception, not taken above): Fire Resistive Construction shall conform to IRC Sec. R302 as follows: Exterior Wails: per R 302.1 and Table R302.1 Dwelling Unit rated penetrations: Per Sec. R302.4 Under stair protection: per Sec. R302.7 Foam Plastics: Per Sec: R 302.8 Flame Spread Index and Smoke Developed Index for wall & ceiling finishes: shall conform to Sec R302.9 Flame Spread Index and Smoke Developed Index for insulation: shall conform to Sec R302.10 Fireblocking: per Sec. R302.11 Draftstopping: per Sec. R302.12 Combustible Insulation Clearance: per Sec. R 302.13 4 Fire Extinguishers: Shall be provided where required per IBC Sec. 906 and Table 906.1, the City of Tukwila, and King County Fire Codes. 5a Smoke Alarms: Provide Smoke Alarms per IRC Sec. R314 /IBC Sec. 907.2.11. All Smoke detection and notification smoke alarms shall be listed per UL 217 and installed in accordance with the IRC Sec. R 314 and the household fire warning equipment provisions of NFPA 72. 5b Carbon Monoxide Alarms: Provide Carbon Monoxide Alarms per IRC Sec. R315/WA State Amendment WAC 51 -50 -0908 Sec. 908.7 to the IBC Sec. 908. Approved single station Carbon Monoxide Alarms shall be listed per UL 2034 and installed in accordance with the IRC Sec. 315 and the manufacturer's installation instructions. 6 Emergency Escape and Rescue Windows: Provide in basements, habitable attics, and in every sleeping room at least one operable emergency escape and rescue opening PER IRC Sec. R310 /IBC Sec. 1021 & 1029: The minimum net clear opening shall be 5.7 SQ. FT. (5 SQ. Ft. Min. at grade floor openings). The min. net clear opening height shall be 24 ". The minimum net clear opening width shall be 20 ". The finished sill height shall not be more than 44" above the floor. 7 Attics: Provide attic access, draft stops, and ventilation per IRC Sec. R 807 /IBC Sec. 1203.2. 8 Crawl Spaces: Where crawl spaces occur, provide under floor construction including access, clearance, wood /earth separation, vapor barrier, and ventilation per IRC Sec. R408 or ICC Alternative # N1102.2.9 (IBC Sec. 1203.3). 9 . Surrounding Materials: Provide floor and wall construction with fiber cement, fiber -mat reinforced cement, glass mat gypsum backers, and /or fiber reinforced gypsum backers as non absorbent backers for per iRC referenced standards of same, installled per manuf. recommendations for wall and floor finishes at tub and shower areas per IRC Sec. R 702/IBC Sec. 1210 (for Surrounding Surfaces). 10 Preservative- Treated Wood: Provide preservative- treated treated wood at locations in contact with the earth, concrete, or exposed to water per IRC Sec. R317 /IBC Sec. 2304.11. 11a Glazing in Hazardous Locations: Safety Glazing with Designated Type and Label per IRC Sec. R 306 shall be installed in hazardous locations as defined in IRC Sec. R308.4/IBC Sec. 2406 including but not limited to the following locations: 1. Glazing in all fixed and operable panels of swinging, sliding, or bi -fold doors (see exceptions). 2. Glazing in an individual fixed and operable panel adjacent to a door where the ne4rest vertical edge is within 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 (see exceptions). 3. Glazing in an individual fixed and operable panel that meets all of the following conditions: 1) The exposed area of the pane is larger than 9 Sq. Ft.; 2) the bottom edge of the glazing is less than 18" above the floor; 3)The top edge of the glazing is more than 36" above the floor; 4) One or more walking surfaces are within 36" measured horizontally in a straight line of the glazing (see exceptions). 11b 11c 12 13 14 4. All glazing in railings regardless of area or height above walking surface, inlcuding structural baluster panels and nonstructural infill panels. 5. Glazing in enclosures for or walls facing hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers where the bottom exposed edge of the glazing isless than 60" measured vertically above any standing or walking surface (see exception). 6. Glazing in walls and fences adjacent to indoor and outdoor swimming pools, hot tubs, and spas where the bottom edge of the glazing is less than 60" above the walking surface and less than 60" measured horizontally and in a straight line to the waters edge, and applys to all single or multiple panes of glazing. 7. Glazing adjacent to stairways, ladings and ramps within 36 inches horizontally of a walking surface; when the exposed surface of the glass is less than 60 inches above the plane of the adjacent walking surface (see exceptions). 8. Glazing adjacent to stairways within 60" horizontally of the bottom tread of a stairway in any direction when the exposed surface of the glazing is less than 60" above the nose of the tread (see exceptions). Site Built Windows: Shall comply with IBC Sec. 2404 per IRC Sec. R308.5 /IBC Sec. 2404. Skylights and Sloped Glazing: shall comply with IRC Sec. R 308.6 /IBC Sec. 2404 & 2405. Guards: Guards shall be installed as required per iRC Sec. R 312/IBC Sec. 1013; Pre - manufactured guardrail systems where required shall be designed as bidder design/ deferred submittal per IRC Sec. R 104.11 and R106. . Exterior Metal: All exposed exterior metal not indicated to be a specific material and or have a specific finish shall be hot -dip galvanized steel. Concrete Flatwork: Slope all concrete walk, driveways, and patios away from building at minimum slope of 1/4" per foot. BIDDER - DESIGN/ DEFERRED SUBMITTAL NOTES Bidder Design / Deferred Submittal' and /or 'Bidder Design' designs and installations shall not reduce the design fire, life safety, and/or integrity of the assemblies in which they are installed. This Set of Drawings does not include specialized designs to be provided by other professional building trades, proprietary or manufactured systems. These specialized systems are herein referred to as Bidder Design /Deferred Submittal Systems' that include Electrical, Mechanical, Plumbing, Manufactured Structural Systems/Components including SIPS and Roof Trusses, and /or other specialized designs or manufactured systems. These Deferred Submittal items are portions of the design that are described only in general terms in these documents. Prior to their installation, submittal documents for any deferred submittal items or Pre- manufactured systems shall be submitted for review and written approval of general conformance with the design, intent, and code requirements of the building, and prior to their installation shall approved by the City of Tukwila and King County Building Official per the requirements o 2009.JRC Sec. R 104.11, R106, and IBC Sec. 106.3.4.2 for 'Deferred Submittals.' _). w J� Other 'Bidder Design' systems and items designed or detailed on these documents may include the following systems: pre - manufactured stair, guardrails /handrails systems; doors & door hardware systems; windows,operation, and glazing systems; mechanical, hydronic plumbing and heating systems; electrical and lighting systems; electronic/multi -media systems; security systems; assembly and membrane through penetration systems; fire stops /dampers & FT Ratings systems; waterproof membrane, siding, roofing, attic ventilation, insulation, and water /vapor barrier systems; equipment/fumishings /appliance systems, and interior /exterior building envelope finish systems; etc. Prior to their installation, submittal documents for any 'Bidder Design' system or item shall be submitted for review and written approval of general conformance with the design, intent, and code requirements of the building. The design, drawings, and specifications for these disciplines will be Bidder - provided, and shall meet all applicable codes and standards. DCGWalker Assoicates assumes no liability or responsibility for errors or conflicts which occur through Bidder - designed and! or specified materials and their respective installation. NOTE ** DOOR NOTES ADDED 1/10/13 DOOR NOTES GENERAL 1. SEE ARCHITECTURAL FLOOR PLANS FOR DOORS LOCATIONS, SCHEDULE, AND 2. INTERIOR UNIT DOOR HEIGHTS SHALL BE 6' - 8" TYP. (U.N.O.) 3. EXTERIOR DOORS MUST BE OPERABLE AT A MAXIMUM 8.5 POUNDS PRESSURE. INTERIOR DOORS MUST BE OPERABLE AT A MAXIMUM 5 POUNDS PRESSURE. ALL DOORS MUST BE OPERABLE BY WRIST OR ARM PRESSURE. 4. SEE FLOOR PLANS FOR DOOR HANDS. 6. EGRESS DOORS: GENERAL OPERATION, LOCK/ LATCH/ HARDWARE SHALL BE IN CONFORMANCE WITH ALL MEANS OF EGRESS SECTIONS OF IRC SEC. R 311/IBC CH. 10, AND SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 7, ALL FIRE RESISTIVE DOOR ASSEMBLIES ARE TO BE TESTED, LABLELED, AND INSTALLED AS TESTED IN APPROVED ASSMBLY PER IRC SEC. 302/IBC SEC. 715. 8. FOR EXTERIOR DOORS PROVIDE U -VALUE PER WSEC DESIGN COMPONENTS CHART, SEE SEC. A.0.2. 9. DOOR GLAZING NOTES: GLAZING TO BE PER WSEC ENERGY COMPLIANCE NOTES & SCHEDULES, SHT A.0.2; PROVIDE SAFETY GLAZING PER GENERAL NOTES, SHT. A.0.1 & DOOR SCHEDULE. UILDiNG C s DE DATA C AR GENERAL NOTES: CITY OF TUKWILA, KING COUNTY, WASHINGTON 1 Contractor shall examine the site and conditions thereof which will affect the Contractor's work and shall compare the site and conditions thereof with the drawings and shall satisfy himself or herself as to the conditions under which the work is to be performed. Any discrepancies or omissions noted shall be brought to the Owner and /or Architect prior to the submission of a bid. 2 The Contractor shall field check all dimensions and verify location of work with the DCGWalker Associates. Verify all dimensions, datums, and levels prior to construction. Dimensions are to face of stud, or to face of concrete Dimensions are shown to face of framing /stud or face of concrete /masonry unless otherwise noted. No scale measurements shall be used as a dimension for work. Contractor shall be responsible for all required safety precautions and the methods, techniques, sequences or procedures required to perform his work. 3 The Contract Documents are complimentary, and what is required by one shall be binding as if required by all. Any discrepancies or conflicts shall be brought to the immediate attention of the Architect. Work which is required to be performed to provide a complete and operable installation within the scope of the work, but which is not specifically included on the drawings, shall be performed as part of the scope of work and included in the bid. Repetitive features are often drawn (or noted) only once, but shall be completely provided as if dra (or noted) in full. Do not significantly vary or modify the work shown, except with written instructions from the docum DCGWalker Associates assumes no liability or responsibility for unapproved variations or modifications. DANA C.G. \W4�LKEK Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcastnet When provided, all construction shall be in conformance with the Geotechnical Engineering Study and Recommendations as prepared by the Geotechnical Engineer: WINDOW NOTES 1. SEE ARCHITECTURAL FLOOR PLANS FOR WINDOW LOCATIONS AND DESIGNATIONS. 2. ALL WINDOWS ARE BASED UPON DUAL GLAZED WINDOWS BY MILGARD: MONTECITO SERIES , U- VALUE PER WSEC COMPLIANCE CHART ON SHEET A.0.3, AND GLAZING TYPE PER SAME NOTES AND WINDOW SCHEDULES SHT. A.0.2.b. 3. ALL WINDOWS SHALL HAVE THROUGH - WINDOW AIR INLETS FOR MAKE UP AIR, UNLESS NOTED OTHERWISE BY MECHANICAL DOCUMENTS AND HEAT RECOVERY VENTILATION SYSTEM ALTERNATIVE FRESH MAKE UP AIR COMPLIANCE PER NOTES SHEET A.0.3. 4. ALL RESIDENTIAL WINDOWS SHALL MEET AHMA STANDARD LC -25 OR BETTER. 5. WINDOW SIZE, TYPE OF OPERATION (IE: SLIDER VS CASEMENT), ETC. SHALL BE PER WINDOW CHEDULE. 6. PROVIDE SAFETY GLAZING PER GENERAL NOTES, SHEET A.O.2. AND WINDOW SCHEDULE SHEET .2.0.b. 7. AT ASYMMETRICAL WINDOW ASSEMBLIES, THE REVERSE CONDITION IS NOT SHOWN. SEE BUILDING ELEVATIONS AND FLOOR PLANS TO DETERMINE CONDITIONS. SLOPED GLAZING OR SKYLIGHTS WHERE OCCURS SHALL CONFORM TO IRC SEC. R 308.6./ IBC SEC. 404.2 AND 2405. 2009IRC 12009 IBC AND THE WA HINGT • N STATE AMENDMENTS AC TO EACH RESPECTIVE CODE DEFINITION OF FLOOR AREA: IBC 502.1: SQUARE FEE OF FLOOR AREA INCLUDED V i4 OBRBT EMG EXTERIOR WALLS APR 23 2014 REViEVt /ED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION OCCUPANCY TYPE NUMBER OF STORIES NUMBER OF DWELLING UNITS TYPE OF CONSTRUCTION BASIC ALLOWABLE SF/ HT. IN FT/ NO.OF STORIES ABOVE GR. SINGLE STORY ALLOWABLE OPEN SPACE FL. AREA INCREASE SINGLE STORY PROPOSED FLOOR AREA MULTi -STORY ALLOWABLE FLOOR AREA SPRINKLERS REQUIRED SPRINKLERS PROVIDED M.S. X SPRINKLER ALLOWABLE MULTI -STORY PROPOSED TOTAL GROSS FLOOR AREA (SF) . FLOOR AREA R -3: DETACHED SF DWELLING 1 (+ BASEMENT). 1 V -B (N.R.) U.L. /3 NA 1477 NA NO NA NA 2693 TOTALS BRIDGE, L. RESIDENCE: BUILDING GROSS FLOOR AREAS AREAS SHOWN IN SQUARE FEET EXISTING CONDITIONS CORRECTION LTR# RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER s �I IBC OCCUPANC Y BASEMENT, MAIN LEVEL SUBTOTALS; EXISTING FLOOR -AREAS (CONDITIONED) R -3 594 885 1479 SUB TOTALS 594 885 1479 . TOTAL EXISTING BUILDING FLOOR AREA 1479 BRIDGE, L. RESIDENCE: BUILDING GROSS FLOOR AREAS AREAS SHOWN IN SQUARE FEET PROPOSED CONDITIONS DESCRIPTION IBC OCCUPANC YS. BASEMENT MAIN LEVEL SUB TOTALS PROPOSED BUILDING FLOOR AREAS CONDITIONED FL. AREAS EXISTING FLOOR AREAS R -3 594 885 1479 NEW /ADDITION FLOOR AREAS R -3 554 592 1146 SUB TOTAL CONDITIONED FLOOR AREAS OTHER FL. AREAS 1148 1477 2625 MECHANICAL/ELECTRICAL ROOMS R -3 68 68 TOTAL OTHER/UNCONDITIONED FLOOR AREAS 68 0 68 TOTAL BUILDING FLOOR AREA REMODELED FLOOR AREAS ABANDONED STAIRS R -3 36 2693 36 BATH 2 R -3 103 103 TOTAL REMODELED FLOOR AREAS EXTERIOR CONSTRUCTION 139 139 PATIO /LANDING R -3 265 265 DECK R -3 241 241 SUB TOTAL EXTERIOR CONSTRUCTION 265 241 506 REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S GENERAL & BUILDING CODE NOTES Phase /Date DD IG7,4 12' Revisions I•IQI� Drawn By DW Job No. 11107 Sheet Of i 111071 LYLE BRIDGE RESIDENCE 2009 WSEC: ENERGY COMPLIANCE NOTES The Addition and Remodel to this existing single family residential building shall comply all requirements of the 2009 Editions of the IRC and the IBC; the 2009 Edition of the Washington State Energy Code;and all respective and applicable Washington State and City of Tukwila Amendments. The applicable Energy Code is the Washington State Energy Code -• 2009 Edition/WAC Ch. 51 -11, Effective January 1, 2011. The scope of the work of this project shall meet the WSEC by Chapter 6: Building Design By Prescriptive Requirements Approach TABLE 6 -1 & CH. 9 Option 5b. 2 All Building Components of the Building Envelope shall comply with the Design Values, U or F Factors, as shown in WSEC DESIGN COMPONENTS CHART (This Sheet). 3 All exterior residential windows shall be DUAL GLAZED WINDOWS BY MILGARD: MONTECITO SERIES W/ 3D MAX SOUTH ENERGY PACKAGE, SUN COAT MAX LOW -E GLASS, ARGON INERT GAS, EDGE GUARDMAX SPACER PER WINDOW SCHEDULE AND BUILDING ELEVATIONS WITH A WEIGHTED AVERAGE U- FACTOR PER SEC. 602.7.2 TO NOT EXCEED TABLE 6 -1, OPTION III REQUIREMENT: U = 0.30. per the WSEC DESIGN COMPONENTS CHART (This Sheet). The U- Factor /Solar Heat Gain COEF shall be certified & labeled by a NFRC licensed agency. 4 All exterior residential glazed doors and residential doors w/o glazing shall have U -value per the WSEC DESIGN COMPONENTS CHART (This Sheet). 5 All insulating materials and installation shall comply with Ch 502.1.4 and installed per manufacuturer's instructions to achieve or exceed min. thickness and maintain minimum uniform R- values with visible R -value ID mark. 6 insulation Materials shall comply with SEC 502.1.4.2 for flame spread rating. 7 Provide clearances from insulation as required by manufacturer's specifications, and install all insualtion to provide unobstructed ventilation spaces through permanent retainer /baffles; atttic baffles per WSEC Sec. 502.1.4.5 and IBC Sec. 1203.2. 8 Attic, crawl space, or concealed space access doors shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces per WSEC Sec. 502.1.4.4. All Glazing and Exterior Doors shall be labeld with the NFRC certified label showing the maximum U Factor per the WSEC DESIGN COMPONENTS CHART (This Sheet); one unlabeled /untested door of max. 24 sq. ft. is allowed per Sec. 502.1..5.2 Ex. 3, any glazing in this door shall be included in glazing calculations. 10 Provide Moisture Control with vapor retarder on warm side of insulation in floors, roof /celings, walls, and as ground cover in crawl spaces per Sec. 502.1.6.3. Limit air leakage in all structures or portions thereof inlcuding doors and windows, and provide seals and weatherstripping at all exterior joints and seams including doors and window framesopenings at penetrations at ails, floors, roofs, and all other openings in building envelope; recessed lighting, Building Envelope air leakage shall be tested by blower door per SEC. 502.4.5 12 Mechanical Systems design requirements, system and component performance, controls, and insulating systems and duct sealing shall comply with Sec. 503; and calculations for Heating/Cooling Loads and System Sizing Limits shall be per Sec. 503.2. 13 Domestic Water Systems design criteria and equipment selection shall comply with Sec. 504. PLEASE NOTE: This project inlcudes a bidder design defferred submittal HWH Based In -Floor Gas Hydronic Heating System that includes a Noritz Energy Star tankless HWH with an Energy Factor (EF) = 0.92 or greater (or equal) . 14 All Lighting shall comply with Sec. 505; Interior Lighting shall comply with Sec. 505.1; Exterior Lighting shall comply with Sec. 505.2 11 2009 RESIDENTIAL VENTILATION & AIR QUALITY NOTES PROVIDE VENTILATION AND INDOOR AIR QUALITY OF DWELLING UNITS PER THE 2009 IRC SEC. R303/2009 IBC CH. 12; THE 2009 WSEC; THE CURRENT IMC, IFC, IPC, AND IEC, AND THE RESPECTIVE WASHINGTON STATE AND CITY OF TUKWILA AMENDMENTS TO ALL CODES. 2 Source - Specific Ventilation shall consist of one exhaust fan in each powder room and bathroom, and a range hood with minimum 100 cfm at 0.25 inch water gauge in each kitchen. 3 Whole House Ventilation shall consist of a whole -house fan in accordance with the table of sizes below. This fan is in addition to source - specific ventilation fans and the two functions are not to be combined. The whole -house fan is to be controlled by a timer allowing operation from a minimum of 20 minutes per day to a maximum of continuous operation. Where indicated /required, a whole house fan shall be located per the VENTILATION SCHEDULE below with fan noise max.1.5 sones per Sec. 303.4.1.2. 3 Where indicated /required per the Mechanical Documents, provide new make up air shall be provided at all Bedrooms and Habitable Rooms with through - window air inlets (unless make up air is to be provided otherwise by Mechanical Design System as a deferred submittal. Make up Air inlets shall be rated at 15CFM. Within the Residential Units, all doors to enclosed habitable rooms, bedrooms, and rooms containing the whole house ventilation fan shall be undercut 1/2" to insure adequate air flow. Provide one (1) window with air inlet panel in the sash in each habitable room. Kitchen /dining areas shall be considered a separate habitable room even though not separated. Inlet shall provide in 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test Standard (HVI 901). 4 Fans shall provide the following minimum ratings at 0.25 inch water gauge: LYLE BRIDGE RESIDENCE ADDITION 2009 WSEC ENERGY CODE COMPLIANCE 2009 WSEC RESIDENTIAL COMPLIANCE: CLIMATE ZONE 1; HEAT SOURCE: OTHER -GAS: CHAPTER 6 & TABLE 6 -1: PRESCRIPTIVE OPTION III; CHAPTER 9: OPTION: 5b IBC TERMAL ENVELOPE CRITERIA TYPE: A -1 DETACHED DWELLING, OCC. GROUP R -3: DUPLEX, PERMANENT DWELLING UNIT /APARTMENT HEATING /COOLING SPACE HEATING SYSTEM TYPE EXISTING SPACE HEATING SYSTEM: SPACE HEATING SYSTEM SHOWN: ELECTRIC FORCED AIR FURNACE PROPOSED SPACE HEATING SYSTEM: OPEN DIRECT GAS HYDRONIC INFLOOR : HIGH EFFICIENCY TANKLESS NW BASED SYSTEM - HWH: NORITZ EF = 0.92 (COMPLIES WITH CH. 9 OPTION 5b) COOLING SYSTEM: EXISTING COOLING SYSTEM: NONE (PROPOSED COOLING SYSTEM: NONE LYLE BRIDGE RESIDENCE ADDITION 2009 WSEC DESIGN COMPONENTS COMPONENT TABLE 6 -1 REQUIREMENTS CLIMATE ZONE 1; OPTION III R VALUE U/F VALUE DESCRIPTION OF COMPONENT PROVIDED PROPOSED ADDTITION /REVISIONS R VALUE U/F VALUE NOTES ADDITION: GLAZING AREA % OF FLOOR AREA PROPOSED ADDITION WSEC GLAZING COMPLIANCE: GLAZING % OF FLOOR AREA MAXIMUM U VALUE GLAZING % OF FLOOR AREA MAXIMUM U VALUE UNLIMITED U = 0.30 SEE BELOW: GLAZING U- FACTOR 30% ADDITION: SQ. FT. GLAZED AREA: 343.31 /1146 SF FLOOR AREA ( 30 %) = OK PER T6 -1, OPTION 3: GLAZING AREA % OF FLOOR AREA IS UNLIMITED - (NOTE: ADD MECH /ELEC. ROOM SF IF CHANGED TO CONDITIONED SPACES) U = 0.30 GLAZING U- FACTOR VERTICAL GLAZING OVERHEAD GLAZING : U = 0.30 DUAL GLAZED WINDOWS BY MILGARD: MONTECITO SERIES W/ 3D MAX SOUTH ENERGY PACKAGE, SUN COAT MAX LOW -E GLASS, ARGON INERT GAS, EDGE GUARDMAX SPACER PER WINDOW SCHEDULE AND BUILDING ELEVATIONS WITH A WEIGHTED AVERAGE U- FACTOR PER SEC. 602.7.2 TO NOT EXCEED TABLE 6 -1, OPTION III REQUIREMENT: U = 0.30. NA NA U = 0.30 PROVIDE SAFETY GLAZING PER IBC SEC. 2406 EXTERIOR DOOR U- FACTOR EXTERIOR DOORS CEILINGS: ATTIC /NON VAULTED CEILING U = 0.20 SC WOOD 1 3/4" OR METAL R -5 W/ TB R -5 U = 0.20 ROOF DECKS (IF MECH. & ELEC ROOMS ARE TO BE CONDITIONED). R -38 R-49 OR R -38 ADV 13" OF R-49 HIGH PERFORMANCE BATT INSULATION @ R -3.8 PER INCH (BAFFLED); OR: 10" MIN. 1.2 LB DENSITY SPRAY POLYURETHAN FOAM INSULATION @ R = 4.9 PER INCH = R- 49 TOTAL; OR: 8" MIN. OF CLOSED CELL SPRAY POLYURETHAN FOAM @ R= 6.5 PER INCH. = R - 49 TOTAL. FLAT OR VAULTED CEILING R -38 10" OF R -38 HIGH PERFORMANCE BATT @ R -3.8 PER INCH; OR: 8" MIN. 1.2 LB DENSITY SPRAY POLYURETHAN FOAM INSULATION @ R = 4.9 PER INCH = R -39.2 TOTAL; OR: 6" MIN. OF CLOSED CELL SPRAY POLYURETHAN FOAM @ R= 6.5 PER INCH. = R - 39 TOTAL. 10" OF R -38 HIGH PERFORMANCE BATT @ R -3.8 PER INCH; OR: 8" MIN. 1.2 LB DENSITY SPRAY POLYURETHAN FOAM INSULATION @ R = 4.9 PER INCH = R -39.2 TOTAL; OR: 6" MIN. OF CLOSED CELL SPRAY POLYURETHAN FOAM @ R= 6.5 PER INCH. = R - 39 TOTAL. R-49 ALL GLAZING AREA IN GLAZING CALCULATIONS - SEE DOORNVINDOW SCHEDULE 1" MIN. CONTINUOUS AIRSPACE ABOVE W/ BAFFLES 0 EAVES R -38 R -38 1" MIN. CONTINUOUS AIRSPACE ABOVE W/ BAFFLES @ EAVES 1" MIN. CONTINUOUS AIRSPACE ABOVE W/ BAFFLES @ EAVES LOCATION ICFM RATING EXISTING .BU. I LDINC UPPER LEVEL BATH NO. 1 (VERIFY, ADD FAN IF NOT EXISTING) 75 CFM /PANASONIC VF -08VQ2 OR EQ. PROPOSED ADDITION NEW LOWER LEVEL BATH NO. 2 75 CFM /PANASONIC VF -08VQ2 OR EQ. NEW WHOLE HOUSE -3 BEDROOM DWELLING UNIT 94 CFM /PANASONIC VF -11Q2 OR EQ. KITCHEN REMODEL RANGE HOOD EXHAUST FAN SIZE IN- ACCORDANCE W/ IMC SEC. 1507.3, PROVIDE MAKE UP AIR IF OVER 400 CFM PER 1503.4. WALLS ABOVE GRADE: PROPOSED ADDITION 2 X 6 WALLS R -21 (INT) . ... mss.. WALLS BELOW GRADE 1 1t' BSI 2 x 6 WALLS W/ R-21 BACKED FIBERGLASS BATT INSULATION R -21 (INT) EXTERIOR BELOW GRADE WALLS INSULATED ON EXTERIOR: BASEMENT FLOOR: OVER UNCONDITIONED SPACE R -21 W/ TB 2 x 6 WALLS W/ R -21 BACKED FIBERGLASS BATT INSULATION WITH THERMAL BREAK R -21 W/ TB BELOW GRADE WALL TO BELOW GRADE FLOOR LEVEL FL•OR: •VERUNCINDITIONEDSP E- •ROPOSED ADDITION CANTILEVER FLOOR: SLAB ON GRADE U = 0.029 R -30 BACKED FIBERG • SS BATT INSULATION FLOOR: SLAB ON GRADE 11-10 (2 I-I) NA U = 0.029 RADIANT SLAB ON GRADE R -10 (FULLY INSULATED) R -10 RIGID INSULATION APPROVED FOR THIS USE R -10 (FULLY. INSULATED) SLAB FULLY INSULATED PER IN -FLOOR MANUF. AND PER WSEC SEC. 502.1.4.9 2009 RESIDENTIAL MECHANICAL EQUIPMENT NOTES 1 Gas in -floor heating system including gas tankless HWH and other components shall be sized and located by Mechanical /Electrical subcontractors to meet the IMC and the Washington State Energy Code requirements and submitted as a Bidder Design /Deferred Submittal Notes, Sheet A.0.2. PROPOSED SPACE HEATING SYSTEM: OPEN DIRECT GAS HYDRONIC INFLOOR : HIGH EFFICIENCY TANKLESS HW BASED SYSTEM - HWH: NORITZ EF = 0.92 (COMPLIES WITH CH. 9 OPTION 5b) 2 Provide heating devices in mechanical rooms as required to maintain minimum ambient temperature as required by manufacturer of systems and comply with the pertinent codes /ordinances. 3 Dryer exhaust duct shall be exhausted to the outside per IMC and limited to 14 feet in length with a maximum of two 90 degree offsets unless tested for longer lengths by the dryer manufacturer and shall comply with the 2009 IMC and submitted as a Bidder Design /deferred submittal item. 4 Exhaust Duct Sizing shall comply with IMC & IRC. Flexible duct shall not be used. Exhaust fans shall be ducted to the exterior of the building. 5 Dishwashers shall be equipped with an atmospheric vacuum breaker mounted above flood level rim of the sink, per UPC. 6 Pilots, burner, heating elements, and switches for water heaters shall be a minimum of 18" above the finished floor per IMC. APR 23 2014 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 3 2013 PERMIT CENTER DANA C.G. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net REMODEL & ADDITION LYLE BRIDGE RESIDENCE a 14032 35TH AVE S 3 ENERGY, VENTILATION & MECH. CODE NOTES Phase /Date DD IV* Revisions 'Drawn By DW I Job No. Sheet A.0.3 f ir . • ,:m4c:frA-Wil Yr- c LOT COVERAGE SITE DIAGRAM SCALE: 1' = 10' - 0" LOT COVERAGE LEGEND SYMBOL DESCRIPTION AREA S.F. A ' EXISTING SINGLE FAMILY RESIDENCE FLOOR AREA FOOTPRINT 885 B ADDITION FLOOR AREA FOOTPRINT (SHOWN IS FIRST /MAIN FLOOR SF AS THE LARGER FLOOR + MECH /ELEC) 660 C ADDITION: ROOF DECK OVER PATIO BELOW ON GRADE (ON GRADE PATIO BELOW: NA) (PLANTERS BELOW ARE 18" AFG: NA) 241 D ROOF OVERHANG AREA OVER 18" (ROOF OVERHANGS VARY FROM 0" TO 2' - 0 ", SEE ROOF PLAN SHEET A.2.5) ROOF AREAS SUBJECT TO LOT COVERAGE REQUIREMENTS ARE ALL 2' -0" OVERHANGS AND ARE SHOWN AS SHADED AREAS OF 6" BEYOND THE 18" OVERHANG LIMITATION. 26.67 LOT COVERAGE TOTAL SF • 1812.67 LOT COVERAGE % OF LOT AREA: 1812.67 SF COVERAGE /13,260 SF LOT AREA = 6.13% (OK LESS THAN 26.55% ALLOWED . 6.13% 0 40 DANA • L.G. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 in (425) 765 -1501 dcgwa l kerl @co mca s t. ne t APR 23 2O1 -1,25 REVIEWED FOR CODE COMPLIANCE APPROVED GRADE PLANE /BASEMENT PLANE DIAGRAM SCALE: 1' = 10' - 0" GRADE PLANE CALCULATION JAN 2 8 2013 City of Tukwila BUILDING DIVISION CITY OF RECEIVED TUKWILA NOV 0 2 2012 PERMIT CENTER NOTE: 1. ALL INFORMATION REGARDING EXISTING CONDITIONS AS SHOWN ON SITE PLAN AND LAND USE DIAGRAMS HAS BEEN PROVIDED BY THE OWNER; THIS OWNER PROVIDED INFORMATION HAS BEEN SHOWN FOR INFORMATIONAL DESIGN AND PERMITTING PURPOSES ONLY AND SHALL/MUST BE VERIFIED ON SITE. SYMBOL QTY FLOOR ELEV. (FT) LENGTH OF EA. WALL (FT) TOTAL LENGTH OF WALL (FT) GRADE PLANE: CALCULATION OF AVERAGE ELEVATION OF WALL OR SLOPE CALCULATION AT 6 FT AWAY FROM WALL WHEN GRADES SLOPES AWAY CALCULATED AVERAGE GRADE ALONG WALL (FT.) DISTANCE BETWEEN FLOOR ELEV. & GRADE PLANE (FT.) WALL LENGTH x AVERAGE GRADE a 1 0.00 36.5 36.5 -0.67 -0.670 0.670 -24.46 b 2 0.00 24.0 48.0 (0.67) + (5.2)/2 = (2.935) - 2.935 2.935 - 140.88 c 1 -4.25 • 4.0 4.0 (5.2) - (1.13) = (4.07) • -4.070 0.180 -16.28 d 1 -4.25 8.5 8.5 (5.2) + (6.8)/2 = (6.0) - 6.000. 1.750 -51.00 e 1 -4.25 4.0 4.0 (6.8) + (1.13) _ (7.93) -7.930 7.930 -31.72 f 1 0.00 10.0 10.0 (6.8) + (8.68)/2 = (7.74) -7.740 7.740 -77.40 9 2 0.00 4.0 8.0 (8.68) + (1.13) = (9.81) -9.810 9.810 -78.48 h 2 0.00 2.0 4.0 (8.68) + (9.06)/2 = (8.87) -8.870 8.870 -35.48 i 2 0.00 4.0 8.0 (9.06) + (1.13) = (10.19) - 10.190 10.190 -81.52 j 2 0.00 1.0 2.0 (9.06) + (9.25)/2 = (9.15) -9.150 9.150 -18.30 k 1 0.00 12.5 12.5 (9.25) + (1.13) = (10.38) - 10.380 10.380 - 129.75 m 1 0.00 18.0 18.0 (5.2) + (8.68)/2 = (6.94) • -6.940 6.940 - 124.92 n 1 0.00 8.0 8.0 (5.2) + (1.13) = (6.33) -6.330 6.330 -50.64 TOTAL LENGTH FLOOR PERIMETER 171.5 SUB TOTAL - 860.83 GRADE PLANE ELEVATION: WALL PERIMETER x GRADE ELEVATIONS 1 TOTAL PERIMETER = (860.63)/171.5 = (5.0) -5.0 BASEMENT PLANE CALCULATION (BASEMENT PLANE: PERIMETER /2 = 171.5/2 = 85.75 FT MIN 6 FT OR LESS TO FLOOR LEVEL (105 FT SHOWN, SEE DIAGRAM) 112- �5�} REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S CO CO CO C, GRADE & BASEMENT PLANES; LOT COVERAGE Phase /Date DD (z4' IZ Revisions Drawn By DW I Job No. 111071 Sheet A.0.4 Of •J BRIDGE, L. RESIDENCE: BUILDING GROSS FLOOR AREAS •-•• AREAS SHOWN IN SQUARE FEET ../ IL- 4.4 --41 Laundry Room NOTE: 1. ALL INFORMATION REGARDING EXISTING CONDITIONS AS SHOWN ON SHEETS EC1 & EC2 HAS BEEN PROVIDED BY THE OWNER; THIS OWNER PROVIDED INFORMATION HAS BEEN SHOWN FOR INFORMATIONAL DESIGN AND PERMITTING PURPOSES ONLY AND SHALL/MUST BE VERIFIED ON SITE. tJ Pew,frt _,A6A2ve Storage Room Future Bath Crawl Space # 1. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION DANA CG. WALKER,. Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765-1501 dcgwalkerl@comcast.net APR 23 2014 vxc.>,1-45V- 3 (Ar cKesi4te Ace 1.==.A.co - • Crawl Space # 2 Porch Above I II BASEMENT LEVEL FLOOR PLAN SCALE: 1/4" = 1 - 0" -4 RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S EXISTING CONDITIONS BASEMENT FLOOR PLAN Phase/Date DD Revisions Drawn By DW Job No. 11107 Sheet E.C.l Of EXISTING CONDITIONS DESCRIPTION -... - . ' ,. IBC OCCUPANCY BASEMENT ..":. MAIN LEVEL.; SUB TOTALS EXISTING FLOOR AREAS (CONDITIONED) R-3 594 885 1479 SUB TOTALS 594 885 -- 1479 TOTAL GROSS BUILDING SQUARE FOOTAGE AREA 1479 ../ IL- 4.4 --41 Laundry Room NOTE: 1. ALL INFORMATION REGARDING EXISTING CONDITIONS AS SHOWN ON SHEETS EC1 & EC2 HAS BEEN PROVIDED BY THE OWNER; THIS OWNER PROVIDED INFORMATION HAS BEEN SHOWN FOR INFORMATIONAL DESIGN AND PERMITTING PURPOSES ONLY AND SHALL/MUST BE VERIFIED ON SITE. tJ Pew,frt _,A6A2ve Storage Room Future Bath Crawl Space # 1. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION DANA CG. WALKER,. Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765-1501 dcgwalkerl@comcast.net APR 23 2014 vxc.>,1-45V- 3 (Ar cKesi4te Ace 1.==.A.co - • Crawl Space # 2 Porch Above I II BASEMENT LEVEL FLOOR PLAN SCALE: 1/4" = 1 - 0" -4 RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S EXISTING CONDITIONS BASEMENT FLOOR PLAN Phase/Date DD Revisions Drawn By DW Job No. 11107 Sheet E.C.l Of EXISTING BUILDING EXTERIOR GLAZING CHEDULE ' 3" 3. c' 0itts+ �" stXtiii'^ 'gyK.'cSE,i$u EXISTING EXTERIOR WINDOWS SYMBOL NO. LOCATION TYPE WIDTH HEIGHT GLAZED AREA S.F. WSEC GLAZED AREA S.F. TOTAL WSEC GLAZED AREA SF OPENING SIZE/ S.F. FRAME MATERIAL GLAZING TYPE GLASS U -VALUE NOTES A 1 LIVING SINGLE HUNG 3' -0" 5' -0" 15 15 15 3'x 2.5' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.30 A 2 BEDROOM 2 SINGLE HUNG 3' -0" 5' -0" 15 15 15 3 ' x 2.5 ' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.30 A 3 BEDROOM 2 SINGLE HUNG 3' -0" 5' -0" 15 15 15 3'x 2.5' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.30 A . 4 LIVING SINGLE HUNG 3' -0" 5' -0" 15 15 15 3' x 2.5' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.30 B 1 BEDROOM 1 SLIDING 4' -0" 3' -0" 12 12 12 2'x 3' /6SF VINYL 1/2" INSUL CLEAR U = 0.30 C 1 BATHROOM 1 SINGLE HUNG 2' -0" 2' - 0" 4 4 4 2' x 1' / 2 SF VINYL 1/2" INSUL CLEAR U = 0.30 D 1 KITCHEN- GREENHOUSE SINGLE HUNG @ EACH END 1' -0" 3'- 6" 3.5 3.5 3.5 1' x 1.75' / 1.75 SF . VINYL 1/2" INSUL CLEAR U = 0.30 SKYLIGHT FIXED 4' -0" 1' -2" 4.7 9.4 9.4 NA VINYL 1/2" INSUL CLEAR U =0.30 FRONT FIXED 4'- 0" 4'- 0" 16 16 16 NA VINYL 1/2" INSUL CLEAR U = 0.30 E 1 KITCHEN SINGLE HUNG 3' -0" 3' -0" 9 9 9 3'x 1.5' / 4.5 SF VINYL 1/2" INSUL CLEAR U = 0.30 ' F 1 BATHROOM 2- BASEMENT SINGLE HUNG 3' -0" 2' -0" 6 6 6 1.5' x 2' / 3 SF VINYL 1/2" INSUL CLEAR U = 0.30 F 2 LAUNDRY SINGLE HUNG 3' -0" -2' -0" 6 6 6 2'x 1' /2SF VINYL 1/2" INSUL CLEAR U =0.30 SUB TOTALS 121.2 125.9 125.9 AS NOTE: EXISTING BUILDING EXTERIOR DOOR GLAZING SCHEDULE SYMBOL NO. LOCATION GLAZED DOOR TYPE WIDTH HEIGHT GLAZED AREA /SF WSEC GLAZED AREA TOTAL WSEC GLAZED AREA SF OPENING SIZE/ S.F. FRAME MATERIAL GLAZING TYPE GLASS U -VALUE NOTES 1 a BASEMENT EXIT FLUSH 3' -0" 6' -8" 0 0 0 NA WOOD NA NA UNKNOWN 2 a LIVING / FRONT PORCH EXIT FLUSH 3' - 0" 6' -8" 0 0 0 NA WOOD NA NA UNKNOWN 3 a KITCHEN EXIT 1/2 LIGHT 2' - 10" 6' -8" 6 18.88 18.88 NA WOOD 1/2" INSUL CLEAR UNKNOWN SUB TOTALS 6 18.88 18.88 EXISTING BUILDING GLAZING TOTAL WSEC EXISTING GLAZING / SF EQUATION: SQ. FT. GLAZED AREA: 144.78 / 1479 SF FLOOR AREA = 9.8 144.78 S.F. APR 23 2014 DA \A C.G. VLKEK Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -,1501 dcgwalker1@comcast.net REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 Kitchen Bedroom # 1 Living Room Bedroom # 2 soN 44, el. 1. ALL INFORMATION REGARDING EXISTING CONDITIONS AS SHOWN ON SHEETS EC1 & EC2 HAS BEEN PROVIDED BY THE OWNER; THIS OWNER PROVIDED INFORMATION HAS BEEN SHOWN FOR INFORMATIONAL DESIGN AND PERMITTING PURPOSES ONLY AND SHALUMUST BE VERIFIED ON SITE. fl FIRST LEVEL FLOOR PLAN SCALE: 1/4' = 1' - 0" •: I I ' u#- ®r1-1 RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER LYLE BRIDGE RESIDENCE 14032 35TH AVE S EXISTING CONDITIONS FIRST FLOOR PLAN Phase /Date DD Revisions Drawn By DW Job No. 11107 Sheet E. C.2 Of TYPICAL FOUNDATION PLAN NOTES: 1 DIMENSIONS ARE TO FACE OF CONCRETE (F.O.C.), FACE OF STUD (F.O.S), FACE OF POST (F.O.P), OR CENTERLINE OF PARTY WALLS (C.L.), TYPICAL UNLESS NOTED OTHERWISE (U.N.0). VERIFY ALL DIMENSIONS. 2 EXTERIOR WALLS TO BE 2 X 6 STUDS, TYPICAL (U.N.O.). INTERIOR WALLS ARE TO BE 2 X 4 STUDS, TYPICAL (U.N.O. AS SHOWN AT PARTY, BEARING, SHEAR, AND PLUMBING WALLS). SEE FLOOR PLANS IN SECTION A.2 OF THE DRAWINGS FOR DETAILED INFORMATION ON DIMENSIONS, CONSTRUCTION, DOORS, WINDOWS, ETC. SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND FRAMING SECTIONS, DETAILS, DIMENSIONS, AND STRUCTURAL INFORMATION. PROPERTY LINES ARE SHOWN FOR GENERAL INFORMATION ONLY. SEE THE SITE PLAN SHT A.0.1 OF THE DRAWINGS FOR SITE LOCATION OF THE BUILDING. FOR PLATE HEIGHTS SEE BUILDING SECTIONS AND ELEVATIONS IN SECTION A.3 OF THE DRAWINGS, AND WALL SECTIONS IN SECTION A.4 OF THE DRAWINGS. THE FIRST FLOOR CONSTRUCTION SHALL BE SLAB ON GRADE PER FLOOR ASSEMBLY TYPE AND STRUCTURAL DRAWINGS. SLAB INSULATION SHALL BE PER THE ENERGY COMPLIANCE COMPONENT CHARTS IN SECTION A.O. NO NEW CRAWL SPACE OR UNDER FLOOR VENTILATION IS SHOWN. PROVIDE PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY AND TERMITES IN LOCATIONS AS REQUIRED USING WOOD MATERIALS THAT ARE GEOGRAPHICALLY APPROVED TO BE NATURALLY DECAY RESISTANT OR APPROVED, LISTED, & MARKED PRESSURE PRESERVATIVE TREATED, AND INSTALLED AS REQUIRED WITH APPROVED FASTENERS AND FIELD TREATMENT PROTECTION AND PER IRC SEC. R317 & R318/IBC.2303 & 2304.11. PROVIDE WOOD STRUCTURAL MATERIALS, DESIGN, CONSTRUCTION /INSTALLATION AND FASTENERS PER STRUCTURAL DOCUMENTS INCLUDING REQUIREMENTS PER IRC R404.2, R502, R602/IBC CHAPTER 23. PROVIDE MATERIALS, DESIGN, CONSTRUCTION AND QUALITY OF WOOD STRUCTURAL FRAMING AND FASTENERS PER IBC CHAPTER 23. FOR DETAIL LOCATION OF FLOOR/CEILING AND ROOF /CEILING ASSEMBLIES, SEE BUILDING SECTIONS IN SECTION A.3. FOR DETAIL LOCATION OF WALL ASSEMBLY TYPES SEE I3UILDING FLOOR PLANS IN SECTION A.2 AND BUILDING SECTIONS IN SEC. A.3 OF THE DRAWINGS. FOR WALL, FLOOR, FLOOR/CEILING, AND ROOF /CEILING ASSEMBLY TYPES, SEE SHT. A.4.3. SINGLE FAMILY OCCUPANCY /USE R -3 V -B CONSTRUCTION TYPE FLOOR PLAN NOTES: 1. DIMENSIONS ARE TO THE FACE OF STUD (F.O.S.), FACE OF CONCRETE (F.O.C.) CENTERLINE OF WALL (C.L.), CENTERLINE OF DOORNVINDOW ROUGH OPENINGS (C.L.) TYP (U.N.O.). VERIFY ALL DIMENSIONS. 2. EXTERIOR WALLS TO BE 2 X 6 STUDS, TYPICAL (U.N.O.). INTERIOR WALLS ARE TO BE 2 X 4 STUD TYPICAL (U.N.O. AS SHOWN AT PARTY, BEARING, SHEAR, AND PLUMBING WALLS). 3. ALL CONSTRUCTION IS TO BE NON -RATED WITH 1- HOUR FIRE RATED OCCUPANCY SEPARATION BETWEEN DWELLING UNIT (R -3 OCC.) AND GARAGE (U OCC.) PER ASSEMBLIES (SHT.A.4.3), TYPICAL (U.N.O.). 4. PROPERTY LINES WHERE SHOWN ARE FOR GENERAL INFORMATION ONLY. SEE THE SITE PLAN IN S CTION A.1 OF THE DRAWINGS FOR SITE LOCATION OF THE BUILDING. c(` 5„! FOR PLATE HEIGHTS SEE BUILDING SECTIONS AND ELEVATIONS IN SECTION A.3 OF THE RAWINGS, DETAILED SECTIONS IN SECTION A.4, AND DETAILS IN SEC. A.7 OF THE DRAWINGS. 6. FOR DETAIL LOCATION OF WALL ASSEMBLY TYPES SEE FLOOR PLANS SECTION A.2. FOR WALL TYPES AND ASSEMBLIES, SEE WALL SECTIONS AND WALL ASSEMBLY SCHEDULE SHEET A.4.3. 7. FOR FLOOR/CEILING AND ROOF /CEILING TYPES AND ASSEMBLIES, SEE BUILDING SECTIONS A3 0 HEETS, AND ASSEMBLY SCHEDULE SHEET A.4.3. 8. PROVIDE ATTIC ACCESS VENTILATION AND ACCESS OPENING PER ROOF PLAN NOTE NOS. 6 & 7. 9. PROVIDE SAFETY GLAZING WHERE REQUIRED PER GENERAL NOTES, SHEET A.0.1. ROOF PLAN NOTES, 1. CONSTRUCT AND FLASH ALL ROOF EDGES AND PENETRATIONS PER CURRENT SMACNA MANUAL. PROVIDE ROOF COVERING ASSEMBLIES, MATERIALS, AND INSTALLATION OF CLASSIFICATION "C" MINIMUM LISTED AND TESTED SYSTEMS AT ALL ROOFS PER IRC SEC. R902/ IBC TABLE 1505.1. 3. SLOPES TO BE AS FOLLOWS: FLAT SLOPE ROOF DECK 1/4 ":12/FT SLOPED ROOF: VARIES PER PLAN - 4:12 TO 9:12 CRICKETS 1/4 ":12/FT PATIOS, TERRACES, BALCONIES, DECKS 1 /4 " /FT NOTE: VERIFY ALL EXISTING AND NEW SLOPES ON SITE, DESIGN INTENT TO BE PER ROOF FRAMING, ROOF PLAN, SECTIONS AND ELEVATIONS 4. FOR PLATE HEIGHTS SEE BUILDING SECTIONS AND BUILDING ELEVATIONS, A.3 SHEETS. 5. PROVIDE VAPOR BARRIER NOT EXCEEDING 1 -PERM TO BE INSTALLED ON THE WARM SIDE OF CONDITIONED SPACES. ATTIC VENTILATION IS REQUIRED AT ALL ENCLOSED ATTIC OR RAFTER SPACES. ROVIDE CONTINUOUS VENTING AT ALL ROOF ATTIC SPACES. NOTCH AND /OR PROVIDE ROOF VENTILATORS, WALL TO ROOF VENTS, OR OTHER MEANS AS REQUIRED AND SHOWN ON THE ATTIC VENTILATION CALCULATIONS CHART BELOW. PROVIDE CROSS VENTILATION AND MINIMUM NET FREE VENTING AREA PER IRC SEC. R806 /IBC SEC. 1203.2. PROVIDE ATTIC ACCESS OPENING PER IRC R807, IBC SEC. 1209.2, AND 1203.2.1; ATTIC CCESS PANEL ASSEMBLY SHALL BE LISTED AS REQUIRED FOR FIRE - RESISTANCE RATING. ATTIC ACCESS SHALL HAVE A MINIMUM CLEAR OPENING OF 22" x 30" WITH A MINIMUM HEAD CLEARANCE OF 30" ABOVE THE OPENING. PROVIDE INSULATION, INSULATION DAM, AND EATHER STRIPPING AS REQUIRED. PROVIDE FIREBLOCKING PER SEC. IRC. R301.11/ IBC SEC. 712.7 AND DRAFT STOPPING FOR THE SEPARATION OF CONCEALED SPACES PER IRC SEC. R 302.12/IBC SEC.717.3.2. 9. ALL ROOF DRAINAGE SHALL BE TIGHT LINED TO STORM DRAIN SYSTEM TO BE USED FOR IRRIGATION. rr 12.250- FIRE BLOCKING TOP, BOTTOM AND MID SPAN OF STAIRS LFLOOR ASSEMBLY' POINT OF RISER SHOWN ON PLAN HANDRAIL A.2.0. TYP UNIT INTERIOR STAIR SCALE: 3/4"=V-0" RUBBER BASE (TYP) 1 1/8" PLYWD RISERS (TYP) 1 1/8" PLYWOOD TREADS (TYP) (2) 2x12 STRINGERS (� CENTER AND 2x12 W/ 2x4 STRONGBACKS © EACH SIDE WALL (TYP) 0 6" 1' • DANA C.G. \\LKEK .2\ssaciates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@@comcast.net REVFE' VVED FOR CODE COMPLIANCE APROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION lx WOOD SILL 1x3 APRON EA. SIDE, MITER CORNERS I' FLOOR/CEILING AS EM LY 1 1 /4" DIA. WOOD HANDRAIL ON MTh BRACKETS, BRACKETS @ 4' O.C. MAX FLOOR PLAN LEGEND:, INTERIOR/EXTERIOR WALL SHORT WALL ••••••••• •• L PROPERTY LINE C- CENTER LINE/GRID LINE CONSTRUCTION ABOVE /BELOW EXTERIOR OR BEARING WALL BELOW EXISTING STRUCTURAL COLUMN x NEW STRUCTURAL COLUMN EXISTING STRUCTURAL BEAM NEW STRUCTURAL BEAM O5' op °, WALL ASSEMBLY TYPE WINDOW ID, "S" INDICATES SAFETY GLAZING ,} . DOOR ID FIRE EXTINQUISHER FLOOR DRAIN HOSE BIB GUTTER & DOWNSPOUT ATTIC ACCESS, SEE ROOF NOTE #7 ROOF PLAN LEGEND; (s)ph, GUTTER & DOWNSPOUT -% %' % ''' - C CONTINUOUS EAVE VENT I //_/;,./ RIDGE VENT -7-7-777-7-7-7 ROOF TO WALL FILTER VENT ROOF VENTILATOR ROOF BELOW EXTERIOR OR BEARING WALL BELOW EXISTING STRUCTURAL COLUMN NEW STRUCTURAL COLUMN EXISTING STRUCTURAL BEAM . •---; NEW STRUCTURAL BEAM OVERFRAMING A.2.0. co CARBON MONOXIDE ALARM n SMOKE ALARM ATTIC AREA ID/ SF, SEE ROOF NOTE # 6 ATTIC ACCESS, SEE ROOF NOTE #7 - ALL ASSEMBLY FLOOR/CEILING ASSEMBLY AT UNSUPPORTED WALL - PROVIDE 32" FRAMING STRAPS AT EACH SIDE OF LAST 2 STUDS @ END CONDITION BLOCKING AS REQ'D, S.S.D. BASE, TYP. 2x12 STRINGER SPACER U 5/8" TYPE 'X' G.W.B. @ STORAGE UNDER STAIRS WALL ASSEMBLY H FLOOR/CEILING ASSEMBLY j HANDRAIL 1 GUARDRAIL @ UNIT STAN" 6 1' SCALE: 1 1/2"=V-0" STAIR, RAMP, AND LADDER NOTES 1 SEE STRUCTURAL DRAWINGS FOR FRAMING OF: FLOORS, WALLS, ROOF /CEILINGS, STAIRS, RAMPS, LANDINGS, ETC. MIN. HEADROOM 6' - 8" PER IRC SEC. R311.7.2 /IBC SEC. 1009.2, WIDTH MIN. 3' - 0" PER IRC SEC. R311.7.1/ IBC SEC. 1009.1, EX. 1. TREADS AND RISERS PER IRC SEC. R311.7.4/IBC SEC. 1009.4 EX. NO. 5 FOR R -3 AND U OCCUPANCIES PER IBC SEC.101.2: MAX. RISER HT. SHALL BE 7.75 INCHES AND MIN. TREAD DEPTH SHALL BE 10 ". A NOSING OF NOT LESS THAN .75 INCH AND NOT MORE THAN 1.25 INCHES SHALL BE PROVIDED WHERE TREAD DEPTH IS LESS THAN 11 INCHES. FOR LOFT LADDER ACCESS: PER 2009 WSBC AMMENDMENT WAC 51 -50 -1009 TO 2009 IBC SEC.1009: GENERAL STAIRS OR LADDERS ARE EXEMPT FROM SEC. 1009 REQUIREMENTS WHEN WITHIN AN INDIVIDUAL DWELLING UNIT USED TO GAIN AND ARE USED TO GAIN ACCESS TO AREAS OF 200 SF OR LESS AND NOT CONTAINING PRIMARY BATHROOM OR KITCHEN. ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE PROTECTED W/ 1/2" MIN. GWB ON ALL WALLS, CEILINGS, & SOFFITS PER IRC SEC. R 302.7/ IBC SEC. 1009.6.3, EXCEPTION FOR R -S OR R -3 OCC. WITHIN A SINGLE RESIDENTIAL DWELLING UNIT. INSTALL FIREBLOCKING AT STRINGERS TOP, MIDSPAN, BOTTOM AND AT ADJACENT WALLS PER IRC SEC. R302.11.3/IBC SEC. 717.2.4. PROVIDE CONTINUOUS HANDRAILS PER IRC. SEC. R311.7.6/IBC SEC. 1009..12: HANDRAILS REQUIRED ON ONE SIDE PER EX. NO. 2 WTHIN DWELLING UNITS, AND OTHER R -S & R -3 EX. NOS. 3, 4, AND 5 ARE PERMITTED. PROVIDE GUARDS ALONG OPEN OR GLAZED SIDES OF WALKING SURFACES INCLUDING FLOORS, LANDINGS, STAIRWAYS, RAMPS WHICH ARE LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW PER IRC SEC. R312 /IBC SEC. 1013. W'a+XltfriZeXd' ✓r:?;"r /4'"?.• ,, r•'_'... • �...� 116 • w • • SECTION @ INT. STAIR /LANDING SCALE: 1 112"_1' -O" 2x4 NOSE BLOCKING FRAMING, SSD (2) 2x12 STRINGERS AT CENTER AND (1) 2x12 W/ 2x4 STRONGBACK AT EACH SIDE WALL, TYP 1 1/8" PLYWOOD TREADS AND RISERS, TYP; GLUE AND SCREW TO STRINGERS RUBBER BASE PER FINISH SCHED. HANGER, SSD 2x8 BLOCKING. BETWEEN STRINGERS 18" O.C. 0 3" 6" 1' IFLOOR/CEILING ASSEMBLY RUBBER BASE 1 1/8" .PLYWOOD TREADS AND RISEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER FLOORING PER FINISH SCHEDULE, A9,4 (2) 2x12 STRINGERS AT CENTER AND 2x12 W/ 2x4 STRONGBACKS AT EACH SIDE WALL, TYP 2x8 BLOCKING 2x6 BLOCKING BETWEEN STRINGERS @ 16" O.C. GWB SECTION @ INT. STAIR/S.O.G. 0 3" 6" SCALE 1 1/2"=V-0" i- 1' REMODEL & ADD LYLE BRIDGE RESIDENCE FLOOR AND FRAMING PLAN NOTES & LEGENDS; STAIR INFO. Phase /Dat DD 104'1 ` Revisions re): ; i� i Drawn By DW 1Job No. Sheet An2 ® Oma Of 111071 SCHEDULE REMOVED/ , NO. NEW OR RECENTLY TYPE LEGEND: DELETED a NO CHANGE REPLACED TOTAL WSEC GLAZED AREA SF r-. • PROPOSED REVISIONS TO EXISTING BUILDING EXTERIOR WINDOWS SYMBOL NO. LOCATION TYPE WIDTH HEIGHT GLAZED AREA S.F. WSEC GLAZED AREA TOTAL WSEC GLAZED AREA SF OPENING SIZE/ S.F. FRAME MATERIAL GLAZING TYPE GLASS U -VALUE NOTES A 1 LIVING SINGLE HUNG 3' -0" 5' -0" 15 15 15 3' x 2.5' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.33 WINDOW REPLACED 2010 A 2 BEDROOM 2 SINGLE HUNG 3' -0" 5' -0" 15 15 15 3' x 2.5' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.33 WINDOW REPLACED 2010 A 3 BEDROOM 2 SINGLE HUNG 3' -0" 5' -0" 15 15 15 3' x 2.5' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.33 WINDOW REPLACED 2010 A 4 LIVING SINGLE HUNG 3' -0' 5,-0,, 15 15 15 3 x 2.5' /7.5 SF VINYL 1/2" INSUL CLEAR U = 0.33 NEW WINDOW, REPLACED 2010 _ ,,.*, ,.,z�`,�.t: < t h. ...<:- �, E C5 -� ,. , lY +r �t „• 4 ... 5 D�s .: �'$<.�" I� _ ..,...,_ >� � �. .. Y?u, <., n a.. 3y <.<>s�, .T, y+-.. , ,. ....<.. MI�.. , ^ r . Y v.. . NP i£% . v:. .a ems, .x ff. z,. �;5.,....F -,,,. � � ���.rrvtt�t�r..c. < r 4 ., ., �^�, <" ,. r,� ...rs?,., 1 , , , . , r�<�`r>� d✓ ,, ... -.: -:r .. 4. ,F'�. „Y.. .,.. ..,. .. ,. .... , ,.- .,a.,a.�s'>. ,Y ...> . . >...: � ,;. ._ >,..,�.. ,1 -...� ,.. 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EN I. 3..�y:. 3!(T�I<•l:Y� (Th. � is /�LA1it;3i� . , _�, -, � k� L., �.',l S,k" Sk,,i �,�{. �:: "`- "r.. `.k+t..e : ., r�< I r,-F.*i� MVO e£'*r :^'c�a...5 rv�.`.. i . '� k y �t r-fr `Zs. �'# x, x _, _ � 1, :: 1... .. ''��{{ } k'f , , ..LU' �_, � ^, _' [t ,24, 0 , ., ::.< w».l}vi !s.-. : ?_ :�ifl 'Y,1 ./1_,7¢ez. ,..,� <,,.,. %� W�`153�1,, s ,� . ..e ' ..i': Ftt'<, � %�„ n �! G'i.EAR y 4 {\ '4. '.,i _` }f �L�T :C ...� 4 a PAIR STORE BEDROOM 1 . FRONT 2 x 2' - 0" 6' -8" 2 (12) =24 2 (12) =24 24 NA WOOD INSULATED SAFETY CLEAR U = 0.20 NEW EXTERIOR GLAZED DOOR SUB TOTALS 24 2' -0" x 1' - 8" +/- PROPOSED REVISED EXISTING BUILDING GLAZING TOTAL WSEC REVISED EXISTING GLAZING / SF EQUATION: SQ. FT. GLAZED AREA: 111 / 1479 SF FLOOR AREA = 7.5 % PROPOSED ADDITION GLAZING SCHEDULE 111 S.F. n9 • •••••• ••••>,; ••••x ..,.,ter ••••••••• a < v ADDITION EXTERIOR WINDOWS . ten, ". ,. >., K ,c: .. r n. ? b L a. a r oa: es r. , teu? „- his uk " . r �N ,. ,•,. r,--,,,,,7.- ,°k, <. SYMBOL (4 W/ E = EGRESS WINDOW) QTY. _ LOCATION TYPE WIDTH WSEC GLAZED AREA PER SEC. 602.6.1 HEIGHT GLAZED AREA S.F. WSEC GLAZED AREA TOTAL WSEC GLAZED AREA SF APPROX. OPENING SIZE/ S.F. . FRAME MATERIAL GLAZING TYPE GLASS TYPE AVG. U. NOTES FACTOR PER SEC. 602.7.1 & 2 G -# 13 ADDITION- BASEMENT+ 1 FLOOR SINGLE HUNG 3' -4" �.- 5' -0" 16.67 16.67 216.71 3'- 0 "x2' -6 " +/- _ VINYL W/ EDGEGUARD MAX DUAL GLAZED SUN MAX LOWE U =0.30 SEE NOTES 2 & 3, FOR EGRESS WINDOWS SEE NOTE 44, IA H - # 3 LIVING ROOM SINGLE HUNG ■ 3' - 4" 12 3' - 4" 11.1 11.16 33.48 3' -0" x 1' - 8" +/- VINYL W/ EDGEGUARD MAX DUAL GLAZED SUN MAX LOW E U = 0.30 kilo SEE NOTES 1, 2, & 3 I - # 2 REC RM; LIVING ROOM SINGLE HUNG - 2' - 0" 3 X 6.67/20 5' - 0" 10 10 20 2' -0" x 2' - 6" +/- VINYL W/ EDGEGUARD MAX DUAL GLAZED SUN MAX LOW E U = 0.30 SEE NOTES 2 & 344 J -# 2 BEDROOM 3; REC. RM SINGLE HUNG 2' - 0" WOOD 3' - 4" 6.68 6.68 13.36 2' -0" x 1' - 8" +/- VINYL W/ EDGEGUARD MAX DUAL GLAZED SUN MAX LOW E U = 0.30 SEE NOTES 2 & 34 K -# 2 BEDROOM 3 SINGLE HUNG 3' - 4" DUAL GLAZED, SAFETY . 3' - 4" 11.1 11.16 22.32 3' -4" x 1' - 8" +/- VINYL W/ EDGEGUARD MAX DUAL GLAZED SUN MAX LOW E U = 0.30 1 SEE NOTES 2 & 34,11 L -# 2 STAIR LANDING AWNING 3' -4" POCKET 2' -0" 6.67 6.67 13.34 3'- 4 "x2' -0" +/- VINYL W/ EDGEGUARD MAX DUAL GLAZED SUN MAX LOWE U =0.30 SEENOTES2& 34la SUBTOTALS BARN DOOR TRACK SLIDING 319.21 2' - 8" VERIFY ADDITION EXTERIOR DOOR & DOOR GLAZING SCHEDULE SYMBOL NO. LOCATION GLAZED DOOR TYPE WIDTH HEIGHT GLAZED AREA /SF WSEC GLAZED AREA PER SEC. 602.6.1 TOTAL WSEC GLAZED AREA SF DOOR OPENING SIZE/ S.F. FRAME MATERIAL GLAZING TYPE GLASS TYPE U- FACTOR PER SEC. 602.6.2 NOTES 5 a STAIR LANDING EXIT FLUSH 3' - 0" 6' -8" 0 0 0 3 X 6.67/20 WOOD NA NA U = 0.20 PROVIDE PEEP HOLE 6 a REC.ROOM EXIT STORE FRONT 3' - 0" 6' -8" 12 12 12 3 X 6.67/20 WOOD DUAL GLAZED, SAFETY LOW E U = 0.20 SEE NOTES 2 & 3 7 V a ELECTRICAL/ DATA ROOM FLUSH 3' - 0" 6' -8" 0 0 0 3 X 6.67/20 WOOD NA NA NA UN- CONDITIONED SPACE, NO U- FACTOR REQUIRED - VERIFY 8 a MECHANICAL ROOM PAIR FLUSH 3' - 0" 6' -8" 0 0 0 2 (3 X 6.67) /20 WOOD NA NA NA UN- CONDITIONED SPACE, NO U- FACTOR REQUIRED - VERIFY 9 a LIVING ROOM EXIT STORE FRONT 3' - 0" 6' -8" 12 12 . 12 3 X 6.67/20 WOOD DUAL GLAZED, SAFETY . LOW E U = 0.20 SEE NOTES 2 & 3 SUB TOTALS " .. 24 W[1Tl*A• 6' -8" �--� . WOOD NA ADDITION PROPOSED GLAZING TOTAL 34 GLAZING AREA CALCULATION PER WSEC SEC. 602.7.1 WSEC PROPOSED GLAZING / SF EQUATION: SQ. FT. GLAZED AREA: 343.31 /1146 SF FLOOR AREA ( 30 %) = OK PER T6 -1, OPTION 3: GLAZING AREA % OF FLOOR AREA IS UNLIMITED -- (NOTE: ADD MECH /ELEC. ROOM TO TOTAL FLOOR AREA SF IF CHANGED TO CONDITIONED SPACE(S)) NOTES: WALL ASSEMBLY PER PLAN R.O. PER PLAN COORDINATE WITH WINDOW MANUFACTURURE INSTRUCTION; NOTIFY ARCHITECT OF ANY CONFLICTS • STEP A SHEAR WALL STRAPPING AS REQUIRED; LOCATE SO AS TO AVOID WINDOW MOUNTING RANGE AT WINDOW NAIL HEADS SET FLUSH WITH FACE OF SHEATHING 12° FLEXIBLE FLASHING; EXTEND 12° BEYOND ROUGH OPENING EACH SIDE; ADHEAR TOP HALF TO EDGE OF ROUGH OPENING, LEAVE BOTTOM HALF LOOSE ALLOWING FOR BUILDING PAPER AT STEP (STAPLE AT LOWER CORNERS TO AVOID WIND DAMACF I 12' FLEXIBLE FLASHING COVERING ENTIRE ROUGH SILL; EXTEND 4° UP JAMB NOTES: OBTAIN MANUFACTURER'S WRITTEN INSTRUCTIONS FOR FASTENING; SSD FOR SPECIAL WIND LOAD INSTRUCTIONS, WHERE OCCURS WINDOW SHIMS, AS REQUIRED, TO BE PLACED WITH SLOPE TO EXTERIOR STEP E HEAD FLASHING TO BE CONTINUOUS WITH NO JOINTS; 4" VERTICAL LEG, MINIMUM; SLOPE TO DRAIN OUTWARD, 15° FROM HORIZONTAL, TYPICAL STEP F APPLY FLEXIBLE FLASHING WITH LAMINATE ROLLER ER NUFACTURER'S CIFICATIONS; IMINATE ALL WRINKLES AND AIR POCKETS INSTALL WINDOW UNIT PER MANUFACTURER'S INSTRUCTIONS; SHIM AND ADJUST AS REQUIRED TO SQUARE, PLUM AND LEVEL WINDOW UNIT PRIOR TO SETTING WINDOW APPLY CONTINUOUS, LIBERA BEAD OF SEALANT TO BACK: OF MOUNTING FLANGE SET FASTENER HEADS FLUSH WITH FLANGE; DO NO7 BEND HEADS OVER STEP F2: INSTALL GALVANIZED SHEET METAL HEAD FLASHING; LAP OVER WINDOW HEAD STEP Fi: 9" FLEXIBLE FLASHING OVER WINDOW FLANGE ATJAMB; EXTEND 6" BEYOND SILL AND HEAD , ROUGH OPENING , 12° FLEXIBLE FLASHING OVER METAL HEAD FLASHING; EXTEND 3" BEYOND JAMB FLEXIBLE FLASHING NOTES: REMOVE ALL LABELS FROM WI DO(AI E REVIEWED FOR CO (�\� CODE V ©lit. LIA • VC APPROVED JAJAN I 8 2013 APR 2 3 2014 9° FLEXIBLE FLASHING COVERING ENTIRE ROUGH JAMB. EXTEND 4" AT HEAD AND SILL. PROVIDE FLEXIBLE FLASHING MEMBRANE PATCH (25 mil) TO TUCK BUILDING PAPER STEP D SEAL PINHOLE OPENINGS AT UNDER SILL FLASHING STEP FRAMING CORNERS _ _(SEE STEP B). _ NOTES: LAP BUILDING PAPER OVER HEAD FLASHING • • TYP H DANA C.G. VJkLKEK (!?? Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerle@comcast.net TYPICAL HEAD FLASHING WTLH 15' PO$ITNE SLOPE TRIM FLASHING 4' LONGER WAN HEM FRAME & NOTCH BACK TO FRAMEATFOLDIN FLASHING TRIM DRIP EDGE FLUSH WTH END OF HEAD FRAME WINDOW FRAME OR TRIM FOLD VERTICAL LEG OF FLASHING BACK AGAINST SIDE OF FRAME FOLD HORIZONTAL LEG OF FLASHING DOVM OVER SIDE OF FRAME D FLASHING TERMINATION ° g" 1' LAP 6" MIN. AT VERTICAL SEAMS, 4" AT HORIZONTAL SEAMS AVOID DAMAGE TO PREVIOUS FLASHING MATERIALS WHEN TRIMMING BUILDING PAPER City of Tukwila BUILDING DIVISION BUILDING PAPER ••• INTERIOR DOOR SCHEDULE: FLASHING DIAGRAM N.T.S. 1dSEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND BUILDING ELEVATIONS ON SHEETS GLAZIN f A.3.1 AND A.3.2. FOR WINDOW DESIGNATIONS. 14.A TERNA• PERATION: I ING ERIFY AND PROVIDE SAFETY GLAZING PER IBC SEC. 2406, SEE GENERAL NOTES SHEET A.0.2 3 DUAL GLAZED WINDOWS BY MILGARD: MONTECITO SERIES W/ 3D MAX SOUTH ENERGY PACKAGE, SUN COAT MAX LOW -E GLASS, ARGON INERT GAS, EDGE GUARDMAX SPACER PER WINDOW SCHEDULE AND BUILDING ELEVATIONS WITH A WEIGHTED AVERAGE U- FACTOR PER SEC. 602.7.2 TO NOT EXCEED TABLE 6 -1, OPTION III REQUIREMENT: U = 0.30. B OM AW 4 MINIMUM F(;RFSS 3' - 11" RY S' 11" WITH A AAR SFT ; PRIOR TO ORDERING'OR INSTALLATION OF WINDOWS VERIFY ON SITE REQUIREMENTS FOR SAFETY GLASS DESIGNATIONS SHOWN PER BUILDING CODE NOTE NO. 11.a. 12„-- 35 LYLE BRIDGE RESIDENCE 14032 35TH AVE S co CD o 3 H WINDOW & DOORI SCHEDULES Phase /Date DD Revisions Drawn By DW IJob No. Sheet A.2.0. b Of SYMBOL QTY LOCATION DOOR TYPE OPERATION OVERALL OPENING WIDTH DOOR PANEL WIDTH DOOR HEIGHT MATERIAL FRAME MATERIAL GLASS NOTES EXISTING BEDROOM2 FLUSH SWING 2' 6" 2' = 6" 6' 8" • WOOD WOOD NA:;.... b 1 BATH 1 . FLUSH SWING 14.::6'.! Z'';.:. 6" . .::; 6 , 8' .: WOOD WOOD NA : iu Z c 1 BEDROOM 3 FLUSH SWING 3' -0" 3' - 0" 6' -8" WOOD WOOD NA d 1 BEDROOM 3 CLOSET /STORAGE FLUSH SWING 2' - 8" 2' - 8" 6' -8" WOOD WOOD NA USE 2' - 10" WIDE DOOR & OPENING IF POSSIBLE. e 2 REC. RM PAIR FLUSH - SC BARN DOOR TRACK SLIDING T - 6" 4' - 0" VERIFY WOOD WOOD NA - f 1 REC. RM FLUSH -SC SWING 31_ 0" 3' - 0" . 6' -8" WOOD WOOD NA g 1 LAUNDRY STORAGE • FLUSH SWING 2' - 8" 2' - 8" 6' -8" WOOD WOOD NA USE 2' -10" WIDE DOOR & OPENING IF POSSIBLE. h 1 BATH 2 TOILET FLUSH POCKET 2' - 8" 3' - 0" 6' -8" WOOD WOOD NA USE 2' -10" WIDE DOOR & OPENING IF POSSIBLE. i 1 BATH 2 ENTRY FLUSH BARN DOOR TRACK SLIDING 2' - 8" 2' - 8" VERIFY WOOD WOOD NA USE 2' - 10" WIDE DOOR & OPENING IF POSSIBLE. j 1 BATH 2 BATHING FLUSH POCKET 2' - 8" 2' - 8" 6' -8" WOOD WOOD NA USE 2' -10" WIDE DOOR & OPENING IF POSSIBLE. k 1 STORAGE ROOM TO LAUNDRY FLUSH -SC BARN DOOR TRACK SLIDING 2' - 6" 3' - 0" VERIFY WOOD WOOD NA I 1 HALL TO STORAGE ROOM FLUSH -SC BARN DOOR TRACK SLIDING 3' - 0" 3' - 6" VERIFY WOOD WOOD NA • m 4 STORAGE ROOM STORAGE CL QUAD FLUSH SC BARN DOOR TRACK SLIDING 10' - 6" 2' -10" VERIFY WOOD WOOD NA RECEIVED OF TU K W I L: n 1 ENTRY CLOSET /STORAGE FLUSH SWING 2' - 6" 2' - 6" 6' -8" WOOD WOOD NA CITY 1dSEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND BUILDING ELEVATIONS ON SHEETS GLAZIN f A.3.1 AND A.3.2. FOR WINDOW DESIGNATIONS. 14.A TERNA• PERATION: I ING ERIFY AND PROVIDE SAFETY GLAZING PER IBC SEC. 2406, SEE GENERAL NOTES SHEET A.0.2 3 DUAL GLAZED WINDOWS BY MILGARD: MONTECITO SERIES W/ 3D MAX SOUTH ENERGY PACKAGE, SUN COAT MAX LOW -E GLASS, ARGON INERT GAS, EDGE GUARDMAX SPACER PER WINDOW SCHEDULE AND BUILDING ELEVATIONS WITH A WEIGHTED AVERAGE U- FACTOR PER SEC. 602.7.2 TO NOT EXCEED TABLE 6 -1, OPTION III REQUIREMENT: U = 0.30. B OM AW 4 MINIMUM F(;RFSS 3' - 11" RY S' 11" WITH A AAR SFT ; PRIOR TO ORDERING'OR INSTALLATION OF WINDOWS VERIFY ON SITE REQUIREMENTS FOR SAFETY GLASS DESIGNATIONS SHOWN PER BUILDING CODE NOTE NO. 11.a. 12„-- 35 LYLE BRIDGE RESIDENCE 14032 35TH AVE S co CD o 3 H WINDOW & DOORI SCHEDULES Phase /Date DD Revisions Drawn By DW IJob No. Sheet A.2.0. b Of • i! 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FOR VENTILATION OF CRAWL SPACES SEE FOUNDATION PLAN NOTES SHT. A.2.0.a. 4. NEW DOWNSPOUT LOCATIONS AS SHOWN SHALL BE TIGHT LNED TO STORM SEWER SYSTEM. 5. SEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND BUILDING ELEVATIONS ON SHEETS A.3.1 AND A.3.2. FOR WINDOW DESIGNATIONS. 6. PRIOR TO ORDERING OR INSTALLATION OF WINDOWS VERIFY ON SITE REQUIREMENT` FOR SAFETY GLASS DESIGNATIONS SHOWN PER BUILDING CODE NOTE NO. 11.a. 7. SEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND /OR POWER AND LIGHTING FLOOR PLANS E.2.1 & E.2.2 FOR LOCATIONS OF SMOKE AND CARBON MONOXIDE ALARMS. O 0 BASEMENT LEVEL ' . FLOOR AREAS GROSS SF CONDITIONED FL. AREA EXISTING BASEMENT 594 BASEMENT ADDITION 554 TOTAL CONDITIONED SF 1148 OTHER FL. AREA ELEC. /MECH ROOMS 68 REMODEL FLOOR AREA ABANDONED STAIRS 36 BATH :2 REMODEL 103 . TOTAL REMODEL SF 139 EXTERIOR CONSTRUCTION PATIO 241 . ROOM PA 10 Ml flA: iiiNrirl�101rN1 q Rl: EMIIIM`IMAI. �, ��1►�aL: ...�...®::..wa..w�wrw.w�..• �+�r �rt�•111cv: \ \ \ \ \ \ \ \ \'\ \ \ \ \ \ \\ \\ \\ \\\ \\\ I \ \ \ \ \\ \\ \ \ \ \\ \ \ \ \ \\ \ \ \ \\ \ \ \\ \ \\ • \ \\ ...' � \ \\ ,{,\\ \ \\ \ \ \ \ \ \\ \ \a \ \\ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \ \ \�. \ \I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\v .a \\ \ \\ \ \ \\\ \\ \ \\ LAUNDRY ``/- id �\\\\ \\\\\\\\\ \\\\\ \\\\\\\\\ \. yvvv vvvvv v Iy vvvvv -,may \\\\\ \\\\\ vvvvv vvvvv \\\\\ vvvvv vvvvv \\\\\ DATA R m VO I \ \ \\ \ \ \\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \. \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \• \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \. \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\\\\\T„ \ \ \ \\ \ \ \ \ \ \ \ \ \ \, \ \ \\ \ \1 CRAWL SPACE 1 \\\ \\\\\\\\\\\\\\\\\��\• \ \ \ \\ \\\ \\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\.\\\\\\\ .\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \ \\\\\\\\\ \\\\\\\\\\\\ \\ \. \\\\\\\ \\\\\\\ vvvvv\\ \\\\\\\\ \\\\\W—\ \\ \\\\\\\\\\ \ \\ \\A� \\\\ \\\\\\\\\\ \\ \\\\\\ \\\\\\\ \\\\\\\\\\\\ \\\ \\\ \\ \\\\\ \\\\\\\\ \\` \ \ \\\\ \v\\ \\\\\\\\ \\ \\\\ \\ ®\\\\\ \\\ \\\ s \\ \\ \\v\\\\ \\\\\\\\\\\\\\\ \\\\\ !\\\\\\\ v....\\\\\\ f\\ \\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\ \\\\\\\�\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \ 7 a - \:, \. \ \\\\\\\\\\\\\\\\\\\\\\ \ \v\\\ \\\\\\\ .:\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \:\N \\.\\\ \\ \ \ \ \\ \ \\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\oir4, \vv \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \\\\\\\\\ \ \\ \\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ _t \\"\\\"\\\-\\\"\\"\\\"\\"\\\"\\"\\\\": \\\\\\\ \\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \\�\\ \\\\\\vvvvv 1\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \-\ •\\ \\- \\ \\\\\ \\\ \� STORAGE !\\\\\\\\\ \ \\ \ \ \ \\v \\ \\ \\\ \v \\ \ \\\\\\\ \ \\ \ \ \ \ \ \ \ \ \ \\ I\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \'\ \\\\\\\\\\\y \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\v\\\v\\\vv\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\`\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\vvvvv\ \\\\X\\\\\\\\\\\\\\\\\\\\\\\ \\` \\\\\\\\\\\\\\\\\\\\\\\\\\vvvvv \\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\vvvvv\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\j\\\\\\\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\v\\\\ \\ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\ \.\\\\ \\\\\\ \\\\\\ vvvvv\\ vvvvv\\ \\\\\\\\ \\vvvvv\ \\\\\\\\\ \\\\\\\\\ \\\\\\\\\ \\\\\\\\\\ ,\\\\\\\\ .\\ \\\\\\\\\\\ \ \\\\\\\\\\\\ \\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\\ \\\\,\\\\\\\\\\\\\\\\\\\\\\ '.\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\1 vvv\ \\\\\\\I CRAWL SPACE 2 \ \\\ \\\\\\\ \ \ \ \ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ n"\ot\an\w\il '\\\\\\\\\\ \\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\ vvvvv\\ DANA C.G. WALKER,. Associates 18204 Ballinger Way N Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl @comcast.net R .A'.f`riEI ED . . FOR CODE COMPLIANCE JAN 2 8 20'3 City of Tukwila BUILDING DIVISION \\\\v\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\ \\\ \\\\ \\\\\\\\\\\\ \\\\\\\\ \\\\\\\\\\\\ \\\\\\\\\ \\\\\\\\\\ \\\\\\\\\ `\\\\\\\` \\\\\\\\\\\ vvvvv\\ \\\\\\\\\\\\ \\ \ \\\\\\\\\\\\ aNSHOUV bralh' \lflWlilOW11OOLV6. APR 23 2O1 REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S CO co CO 01 -BASEMENT OOR PLAN RECEIVED CITY OF TUKWILA JAN 1 8 2013 Ii - PERMIT CENTER BASEMENT FLOOR PLAN SCALE: 1/4" = 1' - 0" 00' Phase /Date j DD Revisions I .a.(: Drawn By DW Job N 111071 Sheet A.2.2 Of 'I I 0 • •. DANA C.G. WALKER 2 \ssociates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665? m (425) 765 -1501 i dcgwal kerl@comcast.net A II IIY11 ilq•Yd4 d } mmummilmill LUMNINIAMBEISSI - ww .,.�......�. ..a..�IR1G A t.swwqLL. �z NS �.�S G !!!!I!E 1 :M ®vi■�!ar•m 'iu� �� it 1. �, 111 111111. IF III �1L. BEDRC?OM 3 � �� clip I1� I&'1 PATIO mmilmtim STAIRS WSW I111 ah/. 'r". DATA RM ?: /w�rrw� i (..04,MPAW irdeafrF�' il��� /�,t �� M� ArI f:�tl+16'9Mn'IG �`aw\4YS, As',gR74R wkR i. ..r gl ... .. ,. .. 1 .\iw1: \\\\\\N`-' _ .,•, ') \ \ \ \\, �,`y\\ \\ \ \ \ \ \\i� \ \ \\ \ \,\ \ \ \ \\ \ \ \ \ \ \I \ \ \ \ \ \• \ \ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \ \• \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \'` � \' \ \ \ \\ LAUNDRY pY.- \\\\ \\\ \\\ r \\ \\\\\\\\\\ t \ \ \\ \ \ \ \\\\ ■\\ \ \ \ \ \ \ \ \ \ \'\ \\\\ \\\\\\\ \\i \ 7"."- .\\\\\ \\\\\\\\\ \\\\\\ \ \\\\\ \ ". ".. 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APR 23.2014 ?VIEWED FOR E COMPLIANCE APPROVED AN 2 8 2013 ity of Tukwila DING DIVISION \ \ \\\\\\\\\\\\\\\\\\\\\\\\\ -\\\\\\\ \\\\\\\\\\\\\\ \\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\ \\\\\\\\\\\ \\ \\\\\\\\\\\\\ \\\\ \\\ >. �-- \\ \\\\\. \ \ \ \ \ \\ \ \ \ \\ \\ \ \ \ \\ CRAWL SPACE 2 N " "` \ \\"\\ \\\\\ \\\\\\\ \\\\\\\\\\\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\\\\ \\ \\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\•\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\\\\\\\\\\ \\\♦ •\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\N\ \\\\\\\\\\\\\\\\\ \ ����N� \\\\\\\ \_. \\ \ \\ \\\\\\\\\ \\\\ \\\\\\\\\. \\\ \\\\\\\\\\ \\. \\\\\\\\\\\ \ �\\\\\\ \ \\\\ \\\\\\\\\\\\ RECEIVED Y OF TUKWILA JAN 1 8 2013 RMIT CENTER 4-4'-d . FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1' - 0" FIRST FLOOR FRAMING PLAN Phase /D to DD �•: �?/ Revisions 1.10. I' Drawn By DW IJob No. 111071 Sheet A.2.3 Of ft- ocl4P, FIRST FLOOR LEVEL FLOOR :AREAS.. .- . GROSS SF ' CONDITIONED FL. AREA EXISTING FIRST FLOOR 885 ADDITION FIRST FLOOR 592 TOTAL CONDITIONED SF 1477. EXTERIOR CONSTRUCTION DECK 241 4 fir ria 024 f � a - •■•■ ) NER.WailM 3,331=33.303313 x • mmosism ����i�li�r.��ll1f`— = ■iwrsAi/�i�li�lil'; IMMEN I • • i \iii t ai —7' rl. u U; APR 23 2011 DANA C.G. WICK Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net STAIRS ,.•.• ,... /1b1 il1� \\\\\ \ \\\\ \\\\\ \\\\\ \\\\\ \\\\\ l� NCB \\\\NN \ \\ \\\\\\\\ \\\\\\\\\\\ \,_ \\\\ KITCHEN \ \ \\ \\ \\ \\\\\ \\\ \\\ ,.IA�I * ;. j\\\ \\\\\ \\ \ \ \ \ \ \\ \ \ \ \ \\ \ \ \\ \\ \\\ \\\\ \ \ \ \ \ \ \ \\ \\\\\\\\\- \ \ \ \\ \ \\ \ \\\\ s \, \ \\\. \\N\\\-.\ \ \ \\ \\\\\\\\\\\\\\\\\ N \\\\ \\ \\\a \ \ \\\ \. \\\\\\\\\\\\\\\\\ - \-aa \\\\\\\\\\\\ . \\\\N\- \ \\\\\\\\ \\\ \\\\\\\\\ \\\\\\\. \\\\\\\\\ \ \ \ \ \ \ \ \\ ■�i \\\\\\\\' \\\\\\\\ \\\\\\\\ \ \ \ \ \ \ \\ \\\\\\\\ \\\\\\\\\\\ \ \\ \ \ \ \ \ \\\ \\\\\N\\\\\\ \ \\\ \ \ \\ \ \\\ \\\\ \\\\\\\ \\\\\\\\\\\ 11 \ \ \ \ k \ '\ \ \ \"��N� \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \\ / \ \ \ \ \ \ \ \ \ \\ \\\\\\ \\VA \ \\\\\\\\\\ \\\\\\ \\\\ \\\ \\\\\\\\\\ \\\\\\ \\\\ \\\\\\ \\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\ \ \\\\ \ \\\\1\\\\\\\\\\\\\\\\\\\\\ \\ \\\\'S\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \ \ \\\ \\ \\ \\ \ \\ \ \\ \ \ \ \.\\ \ \\\\ \\ \ \ \ \\\\\:\ \\\ \\\ \\ \ \ \ \ \\\\ \ \\\ \\\ \ \ \ \ \\ \fir \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ " ___ „+ \ \ \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \\\ \ \\\ \ \\ \\\\ BEDROOM 1 Nv\\\\\.\\\\ \\\\\\ \\ \\ \\\ \\\ \\ \\ \\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \�\{� \ \\\\\\\\\\\\\\ ` !�' „\\\\\\\\\\ \ \\ `* ..\ \\\\\\\\\\ `\\ \\\ \\ \\\\\\\\\\\ \\\\\\ \\\\\\\\Ni\\\\\\\ \\ \ \\ \\\\ MOM \\\\\ \\\\ \ \\\\\\ \ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\ \\\`� "t\\\\\ \\ \\\\\ \\\ \ \\\\\ \ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\\\\\\\\\\. \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \\ \\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \\\\ \.N\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \\ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \\ \\\\\.\\r \\\\ \\ \ \ \\ \\\\\\\. DINING \ \ \. \.\\ \\\\\\�I_ J.\\\\\\\\\\ \ \\ \ \ \\ \ \ \ \ \ \\ \ \\\ \ \\\\ \\\ \\\\\\\\ \ \ \ \\ \\ \\ \ \ \\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\ \\\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\ \\\\\ \ \\\\\\\\ \\\\\\ ,& \\\\\\\ \\\\\\\'' \\\\\\\ \\\\\� �! ; era: \\ \\\\\\\\\\\ \\\ \\\\\\ \\\\ \\ %CC\'\\\\\\\\\\\ \\\ \�\\ \\\\\\\\\\\\\C \\\\ \ \\\\\ \\\\\\\\\\ \\\\\\\\\\\ \/ \\\\\\\ \\\\\ \\ \\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \\ \\\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\\\ REVIEF�WE CODE CON/ APPRC JAN 2 8 D FOR PLIANCE VED 2013 \\. \\\ \\\ \\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\ \\\\\\\\\\\\\\\\\\\; \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\ \\ \ \ \\\ \\ \\ \\ \\ \ \\ \ \ \ \ \ \\ \ \ \ \ \\\ \ \ \\\N\ \ \ \\ \ \ \ \ \\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\ \\\\\\\.\\�. - - - \\\ -_ \\ \\\ \\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\:\\\\\\\\\\\ \\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\,\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ \\\\\\\\ \ \\\\\\\\\\\\\t\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\\.\\\\\\\\\\\\\\\\\\\ \\\\\ ,1.._. \\\\\\\\ \\\\\\\\\\\\\\\ City of T ukwila BUILDING 'DIVISION 1 11 RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER FIRST FLOOR PLAN SCALi 7/4" =1'0" r• LYLE BRIDGE RESIDENCE 14032 35TH AVE S 3 iF FIRST FLOOR PLAN Phase /Date DD Revisions 10.1142.- I. IC.I*r Drawn By DW Job No. 11107 Sheet A.2.4 Of 11173S REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S Tukwila, WA 98168 NOTES: = 1. SEE ROOF PLAN LEGEND, AND ROOF PLAN NOTES SHT. A.2.0.a 2. FOR STRUCTURAL INFORMATION SEE ROOF FRAMING PLAN AND NOTES SHT. S.2.4; FOR DETAILED STRUCTURAL INFORMATION AND DETAILS SEE ALL STRUCTURAL DOCUMENTS INCLUDING SHTS. S.1.1 THROUGH S.3.5 AND STRUCTURAL CALCULATIONS PACKAGE. 3. SEE ROOF PLAN FOR ATTIC VENTILATION SHEET A.2.6. 4. SEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND BUILDING ELEVATIONS ON SHEETS A.3.1 AND A.32. FOR WINDOW DESIGNATIONS. 5. PRIOR TO ORDERING OR INSTALLATION OF WINDOWS VERIFY ON SITE REQUIREMENTS FOR SAFETY GLASS DESIGNATIONS SHOWN PER BUILDING CODE NOTE NO. 11.a. 6. SEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND /OR POWER AND LIGHTING FLOOR ' PLANS E.2.1 & E.2.2 FOR LOCATIONS OF SMOKE AND CARBON MONOXIDE ALARMS. ATTIC SPACE VENTILATION CALCULATIONS SYMBOL ATTIC AREA (S.F.) REQUIRED VENT AREA CALCULATION * (SEE ROOF NOTES) AREA/CODE SF* = NET AREA x 144 = NET AREA SO. IN. EAVE VENTS (4.71 SQ. IN! L. FT. ALLOWED) (SQ. IN.) FLASH/FILTER VENT (9 SQ. IN./L.FT., NFVA) (SQ. IN.) RIDGE VENTS* (18 SQ. IN/LF, NFVA) (SQ. IN) ROOF VENTILATORS (38 SQ. IN NFVA EACH) or SQ. BASE PLATE) NET VENT AREA PROVIDED TOTAL (SQ. IN.) 1 171 171/300 = .57 X 144 = 82.08 SQ. IN. 82.08/2 = 41.04 SQ. IN. REQ'D; 28 L.F. X 4.71 SQ.IN = 131.88 SQ. IN. PROVIDED 0 82.08/2 = 41.04 SQ. IN. REQ'D; 12 X 18 = 216 SQ. IN. PROVIDED ' 0 347.88 SQ. IN. (OK) NVld A10011 NOTE * SEE ROOF NOTE NO. 6 AND IRC. SEC. R 806, R807, AND IBC SEC. 1202.3. CALCULATION USES 1/300 NET FREE VENT AREA RE: MORE THAN 50% PROVIDED BY UPPER PORTION 0 THE SPACE AND/OR CLASS I OR CLASS II VAPOR RETARDER INSTALLED ON THE WARM SIDE OF THE CEILING (SEE R/C ASSEMBLY NO. 1n,SHT. A4.3) REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S Tukwila, WA 98168 NOTES: 1. SEE ROOF PLAN LEGEND, AND ROOF PLAN NOTES SHT. A.2.0.a 2. SEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND BUILDING ELEVATIONS ON SHEETS A.3.1 AND A.3.2. FOR WINDOW DESIGNATIONS. 3. PRIOR TO ORDERING OR INSTALLATION OF WINDOWS VERIFY ON SITE REQUIREMENTS FOR SAFETY GLASS DESIGNATIONS SHOWN PER BUILDING CODE NOTE NO. 11.a. 4. SEE FLOOR PLANS ON SHEETS A.2.2 AND A.2.4 AND/OR POWER AND LIGHTING FLOOR PLANS E.2.1 & E.2.2 FOR LOCATIONS OF SMOKE AND CARBON MONOXIDE ALARMS. NORTH ELEVATION SCALE: 1/4" = 1 - 0" REVIEWED FOR. COD COMPLIANCE APPROVED JAN 2 8 2013 ELEVATIONS LEGEND SYMBOL DESCRIPTION (E -EXISTING; N = NEW) . a E. AC COMPOSITION ROOF b N. CLASS B MIN. A.C. COMPOSITION ROOFING SYSTEM TO MATCH EXISTING c E. CEDAR SHINGLE SIDING d N. CEDAR SHINGLE SIDING SYSTEM TO MATCH EXISTING e N. CONTINUOUS RIDGE VENT f N. CONTINUOUS EAVE VENT g E. GABLE END VENT h E. VINYL WINDOW i N. VINYL OR FIBERGLASS WINDOW W/ U - VALUE= 0.30 MAXIMUM, OPERATION AS SHOWN W/ 5/4 X 4 TRIM ATJAMBS & 2 X 6 TRIM AT HEAD AND JAMB - (U.N.0) j E. FOUNDATION WALL, FOOTING & DRAINAGE k N. FOUNDATION WALLS AND FOOTINGS W/ FOOTING AND STORM DRAIN I N. GUTTER & DOWNSPOUT TO STORM m N. 2 X8 FASCIA & RAKE W/ 1 x 4 SHADOW BOARD n N. PAINTED PANEL FIBER CEMENT EXTERIOR SIDING SYSTEM WI ACCENT PAINTED 1 X 4 BATTENS , 1 X TRIM @ EXT. CORNERS, 2 X 2 TRIM @ INT. CORNERS o N. PAINTED 2 X 12 TRIM AT BOT. OF BAYS/FLOOR OVERHANGS P N. PAINTED 2 X 8 TRIM @ HEADER q E. OR N. CONCRETE WALKWAY r E. OR N. FINISH GRADE S N. 2 FT MIN. ROOF OVERHANG AT ENTRY DOOR W/ GUTTER & DS . t E. OR N.PAINTED EXHAUST VENT WALL OR ROOF CAP TRIM U E. ELECTRICAL METER LOCATION v N. WOOD AND WIRE MESH GUARDRAIL SYSTEM w N. WOOD 2 X 8 TRELLIS ON 6 X 6 COLS TO BE OUTDOOR WOOD x WP ELASTOMERIC DECK FINISH SYSTEM BY/PER GACO-3/4" MARINE PLYWOD ON 2 x 12 JOISTS @ 16" OC WI 1/4":12 SLOPE DN TO S.; W/ GUTTER & DS TO STORM y CONCRETE PLANTER W/ RAIN GARDEN TO REC. RAIN CHAIN TO STORM DANA WALKER Associates' 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765- 1501 dcgwalkerl@coincast.net WEST ELEVATION ri 1111 0 ep II 0 Ill SCALE: 1/4" = 1' - 0" APR 23 2014 RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER LYLE BRIDGE RESIDENCE 14032 35TH AVE S BUILDING ELEVATIONS Phase/Date DD Revisions Drawn By DW Job No. 11107 Sheet EX. BASEMENT SOUTH ELEVATION SCALE: 1/4" = 1' - 0" OTE: FOR TYPICAL LOCATIONS OF DETAILS SEE SHEETS A.3.1, A.3.3 AND A.4.1. I EVIEVVED FOR CODE COMPLIANCE -AP-MOVED 0 JAN 2 8 2013 City of Tukwila BUILDING DIVISION ELEVATIONS LEGEND SYMBOL DESCRIPTION (E - EXISTING; N = NEW) a E. AC COMPOSITION ROOF b N. CLASS B MIN. A.C. COMPOSITION ROOFING SYSTEM TO MATCH EXISTING C E. CEDAR SHINGLE SIDING d N. CEDAR SHINGLE SIDING SYSTEM TO MATCH EXISTING e N. CONTINUOUS RIDGE VENT f N. CONTINUOUS EAVE VENT g E. GABLE END VENT h E. VINYL WINDOW i N. VINYL OR FIBERGLASS WINDOW W/ U - VALUE= 0.30 MAXIMUM, OPERATION AS SHOWN W/ 5/4 X 4 TRIM AT JAMBS & 2 X 6 TRIM AT HEAD AND JAMB (U.N.0) j E. FOUNDATION WALL, FOOTING & DRAINAGE k N. FOUNDATION WALLS AND FOOTINGS WI FOOTING AND STORM DRAIN I N. GUTTER & DOWNSPOUT TO STORM m N. 2 X8 FASCIA & RAKE W/ 1 x 4 SHADOW BOARD n . N. PAINTED PANEL FIBER CEMENT EXTERIOR SIDING SYSTEM W/ ACCENT PAINTED 1 X 4 BATTENS , 1 X TRIM @ EXT. CORNERS, 2 X 2 TRIM @ INT. CORNERS o N. PAINTED 2 X 12 TRIM AT BOT. OF BAYS /FLOOR OVERHANGS p N. PAINTED 2 X 8 TRIM @ HEADER q E. OR N. CONCRETE WALKWAY r E. OR N. FINISH GRADE S N. 2 FT MIN. ROOF OVERHANG AT ENTRY DOOR WI GUTTER & DS t E. OR N.PAINTED EXHAUST VENT WALL OR ROOF CAP TRIM u E. ELECTRICAL METER LOCATION v N. WOOD AND WIRE MESH GUARDRAIL SYSTEM w N. WOOD 2 X 8 TRELLIS ON 6 X 6 COLS TO BE OUTDOOR WOOD x WP ELASTOMERIC DECK FINISH SYSTEM BY /PER GACO -3/4" MARINE PLYWOD ON 2 x 12 JOISTS @ 16" OC W/ 1/4 ":12 SLOPE DN TO S.; W/ GUTTER& DS TO STORM y CONCRETE PLANTER W/ RAIN GARDEN TO REC. RAIN CHAIN TO STORM - 0 BUILDING._. SECTION NOTES: UMMEMERWIROMMIRMMio 1 FOR WALL ASSEMBLY LOCATIONS SEE BUILDING FLOOR PLANS, A.2 SHEETS, AND WALL SECTIONS A.4 SHEETS. 2 FOR WALL ASSEMBLY TYPES, SEE A.4 SHEETS 3 FOR FLOOR AND FLOOR /CEILING ASSEMBLY LOCATIONS, SEE BUILDING SECTIONS, A.3 SHEETS. 4 FOR FLOOR AND FLOOR/CEILING ASSEMBLY TYPES, SEE AA SHEETS. FOR ROOF/CEILING ASSEMBLY LOCATIONS, SEE BUILDING SECTIONS, A.3 SHEETS. . 6 FOR ROOR/CEILING ASSEMBLY TYPES, SEE A.4 SHEETS. 7 FOR STRUCTURAL INFORMATION SEE STRUCTURAL DOCUMENTS: S.1.1 NOTES, S.2 SHEETS FOR STRUCTURAL PLANS, AND S.3.1.S.3.5 SHEETS FOR DETAILS, AND CALCULATIONS. IN OTHER FORMAT. SEE ROOF PLAN SHEET A.2.6 FOR SLOPES, ATTIC VENTILATION, ETC. karoi DANA L.G. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl4Pcomcast.het JAN., 2 8 2013APR REC. RM BUILDING SECTION LOOKING EAST City of Tukwila BUILDING DIVISION RECEIVED: CITY OF TUkW:ILA NOV 0 2 2012 PERMIT CENTER End BUILDING SECTION LOOKING NORTH SCALE: 1/4" = 1' - 0" LYLE BRIDGE RESIDENCE 3 2014' 14032 35TH AVE S BUILDING SECTIONS Phase /Date D D (Tod.' .12" Revisions ICJ: /v 'Drawn By DW Job No. 11107 Sheet TOPL 5/4x4 WOOD TRIM, TYPICAL TYPICAL ROOF/CEILING ASSEMBLY (NR) MOP TRIM TYPICAL ROOF/CEILING ASSEMBLY (NR) TYPICAL EXTERIOR WALL ASSEMBLY (NR) T.O. TRIM WOOD TRIM T.O. . WOOD TRIM INSULATION TO MATCH WALL TOSF 2nd STORY TYPICAL EXTERIOR WALL ASSEMBLY (NR) 11* "47.4.;:::",;, i7„,;77.147 TOPL Momr41111111111/111111111111111Ptill -"op,-riff siorsteicsmotcralsweilittim TOPL - , DANA C.G. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 8155 ph/(x (206) 367. 2665 m (425) 765- 1501 dcgwalkerl@comcast.net TYP WOODFLOOR ASSEMBLY (NR) TYP WOOD FLOOR ASSEMBLY (NR) • WOOD TRIM lj WOOD TRIM ij REVIEWED FOR CODE COMPLIANCE A-P PWWE D - --- JAN 28 2013 City of Tukwila BUILDING DIVISION SEE NOTES ABOVE SEE NOTES ABOVE TOSL 1st STORY .1. LJlir 4hg00:1:+: 1101V40141.1taglatri"..404014: OpisVir "111.1"..toil Ile:10441114406.0 N. r1be THERMAL BREAK BITUMINOUS DAMO' I 1=-= CONCRETE FOUN AND FOOTING, SSD IL ON GRADE FLOOR ASSEMBLY THERMAL BREAK - BITUMINOUS DAMP* aa41 1111-----.11117- TYPICAL EXTERIOR WALL SECTION — 2 STORY 0 6" SCALE: 314"=11-0" NON-RATED 1' CONCRETE FOUN AND FOOTING, SSD WALL SECTION NOTES: APR 23 2014 -4d >5 x (N, (15 <4 Oci o 0< z U1 Z — • 5 w (.9 w Z X 0 cri• — CO 0 O w 0 < 5 tu 116 Luuj tu 11J Lu co a. z 0 17: CCI W < —'0 CO Z .71 co 0 < 0 0 Z CY Ill IX O 0 U. Ct U. 0 ch 0 trj I— —I UJ 1-1" LL1 LLI • U) CO CO 1.2. (•1 cr, ON GRADE FLOOR ASSEMBLY co z 0 1= O w ww CD = O CO z(11 5 - ui tZlw tu °- CU - )-• CO -3 Z 03 w. 0 P <C/) O CI) O < 0 z co La- - LU oc CO 0 <0 • re Z a 0 LLIU • ei LL. cti 0• 0 1) LU 0 U. CO IL TYPICAL EXTERIOR WALL SECTION — 2 STORY SCALE: 3/4"=V-0" cr5. 1— 0 w ce 0 Ii- Cl) z 0 LUi= 0 co• • 0 z D -di • co z cri z 0 P. IC] z- l± 51 0 UJ i= z Q. al U-> 0 - 0 W 0 :• LO RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER 6" • 2' NON-RATED REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S CO %- CO WALL SECTIONS Phase/Date DD Revisions 147.0.f* Drawn By DW Job No. 11107 Sheet A.4.1 Of 111071 _4.X , OA& _. jilt' vk 4 row „0 AA, Ter I 6: Gam_ :... r ) .,f 2x4 OUTRIGGERS END TRUSS DROPPED FOR 2x4 OUTRIGGERS T x3TRIM 14 • ROOF/CEILING ASSEMBLY 2 X BARGE BOARD, SEE EXTERIOR ELEVATIONS 5/3" TYPE x GWBAT ATTIC BIDE OF GABLE END TRUSS, WINDOW HEADER & TRIM WHERE OCCURS OVERHANG PER PLAN xIs 1 EOM 31111 DADA V�LKEK • /associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net WALL SECTION NOTES: 1 FOR STRUCTURAL INFORMATION SEE STRUCTURAL DOCUMENTS (S.X.X SHEETS) AND CALCULATIONS IN OTHER FORMAT. 2 FOR WALL ASSEMBLY LOCATIONS SEE BUILDING FLOOR PLANSON A.2 SHEETS. FOR WALL ASSEMBLY TYPES, SEE SHEET A.4.3. 3 FOR FLOOR CEILING ASSEMBLY LOCATIONS, SEE BUILDING SECTIONS, A.3 SHEETS. FOR FLOOR CEILING ASSEMBLY TYPES, SEE SHEET A.43. 4 FOR ROOF /CEILING ASSEMBLY LOCATIONS, SEE BUILDING SECTIONS SHEET A.3.3. FOR ROOR/CEILING ASSEMBLY TYPES, SEE SHEET A.4.3. 5 SEE ROOF PLAN, ELEVATIONS, AND BUILDING SECTIONS FOR HEIGHTS, SLOPES, VENTILATION, ETC. TYPICAL EXTERIOR WALL ASSEMBLY (NR) 161.1111111111111111111511121 11 TYP WOOD FLOOR ASSEMBLY NR ;ems _ _ . if.-..n.14 METAL FLASHING SET IN SEALANT: RUN DECK MEMBRANE 0/ HORIZ. SURFACE TO MAKE WATERTIGHT PER W.P. MEMBRANE MANUF. RECI030114. ftsiqfri , APR 23 2014 AI oe`�" Ce14/ -pir • ----WQOD TRIM , SEE NOTES ABOVE /Y4; IZ rYtrW- i J p,•1•Cil :a' +l :ePrv5i7I:c iiw7iii3ttlii li141 u BITUMINOUS DAM TYP FOUNDATION DRAIN: 4" PERE. DRAIN WITH FILTER FABRIC IN GRAVEL BED , CONCRETE FOUN AND FOOTING, MB at4: 4i4 I ROOF DRAINAGE: TIGHTLINE TO STORM DRAIN SYSTEM "EXTERIOR WALL SECTION SCALE: 3 /4 " -1'_OH 2 STORY REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION ON GRADE FLOOR ASSEMBLY RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER 0 8" 1' 2' NON -RATED ,1 REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S WALL SECTIONS Phase /Date DDla:41 Revisions IG.t- Job No. Sheet A.4.2 Of • WALL ASSEMBLY TYPES F.R.. F.R. AGENCY: REPORT NO. S.T.C. . 2 . !„ '4'[ ti tt No. DIAGRAM ASSEMBLY COMPONENTS Revisions I - Ig•Ia CONCRETE FINISH OR FINISH FLOORING SYSTEM PER PLAN; UNDERLAYMENT AND SUBSTRATE PREPARATION AS REQUIRED BY FINISH SYSTEM MANUFACTURER -- VERIFY, COORDINATE, & INSTALL PER IN -FLOOR HEATING MANUFACTURER _4" CONCRETE SLAB PER STRUTURAL DOCUMENTS; INSTALL FLOOR DRAINS AND /OR SLOPE TO DRAIN PER PLAN WHERE'SHOWN; VERIFY, COORDINATE, & INSTALL PER IN -FLOOR HEATING MANUFACTURER ! VAPOR BARRIER - VERIFY & INSTALL PER FINISH FLOORING SYSTEM MANUFACTURER'S REQUIREMENTS _RIGID INSULATION - INSTALL MIN. INSULATION PER WSEC COMPONENTS N.R. �... N.A. 35-39+ • i arc) c!' :.; ATHER RESISTANT EXTERIOR WALL ENVELOPE - -�— _ PER IBC SEC. 1403 _EXTERIOR FINISH SYSTEM _WEATHER RESISTIVE BARRIER PER IBC SEC. 1404.2 _EXTERIOR SHEATHING PER STRUCTURAL DOCUMENTS _2 X 6 FRAMING MIN. (TYP. U.N.O.) FOR O.C. SEE STRUCTURAL DOCUMENTS - NOTE: 16" O.C. MIN FOR STC RATING SHOWN THIS ASSEMBLY INSULATION @ CONDITIONED SPACES; TYPE & R -VALUE PER WSEC COMPONENT CHART SHEET A.0.3 1 LAYER 5/8" MIN. GWB TO MEET STC RATING AS SHOWN THIS ASSEMBLY, 1/2" MIN. GWB FOR REDUCED STC RATING ALLOWED _PVA PRIMER NOT EXCEEDING 1 PERM . --� • • t • ' • �. • 1,r,, 1101.4. File 00116-4 ' 40 r►�•�I. �� INT iii i i � I Hill i_ • _1 LAYER 5/8" MIN. GWB TO MEET STC RATING AS SHOWN IN THIS ASSEMBLY, 1/2" MIN. GWB FOR REDUCED STC RATING ALLOWED _SHEATHING PER STRUCTURAL DOCUMENTS (WHERE OCCURS)* _2 X 4 FRAMING MIN. (TYP. U.N.O.) FOR O.C. SEE STRUCTURAL DOCUMENTS - NOTE: 16" O.C. MIN FOR STC RATING SHOWN THIS ASSEMBLY STRUCTURAL DOCUMENTS -NOTE: 16" O.C. MIN FOR STC RATING SHOWN THIS ASSEMBLY • A.0.2 _1 LAYER 5/8" MIN. GWB TO MEET STC RATING AS SHOWN IN THIS ASSEMBLY, 1/2" MIN. GWB FOR REDUCED STC RATING ALLOWED * NOTE: PROVIDE SHEATHING AT INTERIOR SHEAR WALLS PER STRUCTURAL- DOCUMENTS. N.R. . N.A. 35 -39 _ - GYPSUM ASSOCIATION: Mr 3514 (SIMI) • c of INT. .,•' ► . .►w INT . 1BLE 7-C: 7-1_1) • ___.___ - - '�(J --`' i*wrw,; iii... �w.,0 O" '�"i`I�e 3n r • o: z 'cU 0 W ►fir Will ►•� INT' WEATHER RESISTANT EXTERIOR WALL ENVELOPE PER IBC SEC. 1403 WEATHER RESISTIVE BARRIER PER IBC SEC. 1404.2 . _EXTERIOR SHEATHING PER STRUCTURAL DOCUMENTS _2 X 6. FRAMING MIN. (TYP. U.N.O.) FOR O.C. SEE STRUCTURAL DOCUMENTS - NOTE: 16" O.C. MIN FOR STC RATING SHOWN THIS ASSEMBLY A.0.2 ASSEMBLY TYPES - PVA PRIMER NOT EXCEEDING 1 PERM • N.R. . N.A. INT. '1'r EjtE 719.1 2141 58* ICBO: PFC-4354 ASSEMBLY V (SIM) ,NR-200: ASSEMBLY . ROOF /CEILING AS ^, COORDINATE, & INSTALL PER IN -FLOOR HEATING MANUFACTURER _1 1/2" GYPSUM CONCRETE -- VERIFY, COORDINATE, & INSTALL PER IN-FLOOR - HEATING MANUFACTURER r - NR INT./INT. GYPCRETEMID JOIST FLR/CLG -----'--------= , INT. (EXT.) ARW S r'j : is S _CLASS 'B' MIN. COMPOSITION SHINGLE ROOFING SYSTEM _ 1 LAYER NO. 30 FELT UNDERLAYMENT; PROVIDE 2 LAYERS WHERE ROOF SLOPE IS LESS THAN 4:12 _EXTERIOR GRADE PLYWOOD SHEATHING, THICKNESS, SPAN RATING, AND INSTALLATION PER STRUCTURAL DOCUMENTS, 1/2" & 32/16 SPAN RATING MIN. _12" RAISED HEEL TRUSS SYSTEM (OR) 2 X 12 RAFTERS PER STRUCTURAL DOCUMENTS _1" MIN. CONTINOUS AIR SPACE ABOVE INSULATION FOR ATTIC VENTILATION PER IBC SEC. 1202.2 - VENT BLOCKING @ EAVES TO MAINTAIN MIN. AIR SPACE, 3 n @ - 2 DIA. VENT OPENINGS EACH JOIST BAY SCREENED WITH CORROSION RESISTANT METAL MESH _INSULATION @ CONDITIONED SPACES PER WSEC COMPONENTS CHART N.R. N.A. � 4 I '►I► k - -- -- r ( I N.1,4, N.A. ., 2014 R: ITY 0 - _.__ -.__- CEIV F TU ,-. F- 8 Z 0 0 w Z t C4 INT. SHEET A.0.3. _1 LAYER 5/8 "GWB (USE GYPSUM CEILING BOARD AT EXTERIOR CONDITIONS), OR 1/2" GWB MINIMUM W/ JOISTS @ 16" OC MAX. _PVA PRIMER NOT EXCEEDING 1 PERM ' . § Z .1 tot! r i i �t11�11�r��1 J I MR. EXTJEXT. RF TRUSS12x, 1 RAFTER ':•••• RF/CLG EXT. ' " EXT. _CLASS 'B' MIN. COMPOSITION SHINGLE ROOFING SYSTEM _ 1 LAYER NO. 30 FELT UNDERLAYMENT; PROVIDE 2 LAYERS WHERE ROOF SLOPE IS LESS THAN 4:12 ` INSTALLATION PER STRUCTURAL DOCUMENTS, 1/2" & 32/16 SPAN RATING MIN. _2 X TRUSS TAILS, 2 X OUTRIGGERS, OR 2 X RAFTER TAILS PER STRUCTURAL DOCUMENTS _OPTIONAL SOFFIT FINISH PER OWNER - -WHERE ENCLOSED PROVIDE 1" MIN. i CONTINOUS AIR SPACE ABOVE INSULATION FOR ATTIC VENTILATION PER IBC SEC. 1202.2 - VENT BLOCKING @ EAVES TO MAINTAIN MIN. AIR SPACE, 3 - 2" DIA. N.R. N.A, ' ._.__. . T__ _1 LAYER 5/8 "GWB (USE GYPSUM CEILING BOARD AT EXTERIOR CONDITIONS)TO MEET STC RATING SHOWN IN THIS ASSEMBLY - -STC RATING IS OWNER OPTION, STC RATING IS NOT REQUIRED, 1/2" GWB MINIMUM W/ JOISTS .@ 16" OC MAX. S - .. _PVA PRIMER NOT EXCEEDING 1 PERM VENT OPENINGS @ EACH JOIST BAY SCREENED WITH CORROSION RESISTANT METAL MESH I _ACRYLIC POLYMER NON SKID WATERPROOF MEMBRANE DECK FINISH SYSTEM ':N R. N.A. EXTJEXT. 4E73') RF TRUSS/2x c.v. • RAFTER RF/CLG • EXT. ._i (GACODECK); UNDERLAYMENT AND SUBSTRATE PREPARATION AS REQUIRED (_I j BY FINISH SYSTEM MANUFACTURER MIN) EXTERIOR MARINE GRADE (OR) APA A/C GROUP I PLYWOOD _5/8"(19132" ® SHEATHINGW/ PLUGGED CROSSBANDS UNDER FACE -- VERIFY, COORDINATE, I !. ! AND INSTALL PER WP DECK SYSTEM MANUFACTURER. 3/4" MIN. EXTERIOR GRADE T & G PLYWOOD SHEATHING -- THICKNESS, SPAN RATING, AND INSTALLATION PER STRUCTURAL DOCUMENTS EXT. 2 X (OR) TJI FLOOR JOISTS @ 16" OC MAX. PER STRUCTURAL DOCUMENTS SOFFIT FINISH PER OWNER - -WHERE ENCLOSED PROVIDE 1" MIN. _OPTIONAL CONTINOUS AIR SPACE ABOVE INSULATION FOR ATTIC VENTILATION PER IBC SEC. 1202.2 - VENT BLOCKING @ EAVES TO MAINTAIN MIN. AIR SPACE, 3 - 2" DIA. VENT OPENINGS @ EACH JOIST BAY SCREENED WITH CORROSION RESISTANT METAL MESH . FLOOR/CEILING ASSEMBLY TYPES F.R. FR_ AGENCY: REPORT NO S.T.C. v h; co No. DIAGRAM ASSEMBLY COMPONENTS • Revisions I - Ig•Ia CONCRETE FINISH OR FINISH FLOORING SYSTEM PER PLAN; UNDERLAYMENT AND SUBSTRATE PREPARATION AS REQUIRED BY FINISH SYSTEM MANUFACTURER -- VERIFY, COORDINATE, & INSTALL PER IN -FLOOR HEATING MANUFACTURER _4" CONCRETE SLAB PER STRUTURAL DOCUMENTS; INSTALL FLOOR DRAINS AND /OR SLOPE TO DRAIN PER PLAN WHERE'SHOWN; VERIFY, COORDINATE, & INSTALL PER IN -FLOOR HEATING MANUFACTURER ! VAPOR BARRIER - VERIFY & INSTALL PER FINISH FLOORING SYSTEM MANUFACTURER'S REQUIREMENTS _RIGID INSULATION - INSTALL MIN. INSULATION PER WSEC COMPONENTS N.A. (1 HR. MIN.) ,,-, r-t• n ' SLAB ON GRADE INT_ SPACES FLR t • ' • �. • •+%±;; - 4V I7!! ,, *.t:. ''r"•- "f. iii i i � I Hill i_ • -,I CHART SHEET A.0.3. 1 GRANULAR FILL LAYER PER SOILS CONDITIONS AND /OR GEOTECH I REQUIREMENTS i- _COMPACTED SUB GRADE — " _CONCRETE FINISH SYSTEM PER PLAN; :UNDERLAYMENT AND SUBSTRATE _ PREPARATION AS REQUIRED BY FINISH`SYSTEM MANUFACTURER _4" CONCRETE SLAB PER STRUTURAL DOCUMENTS; INSTALL FLOOR DRAINS N.A. O H MIN.) ) 1BLE 7-C: 7-1_1) • '�(J w O 2 L N � .:1: a f, AND /OR SLOPE TO DRAIN PER PLAN WHERE SHOWN. _GRANULAR FILL LAYER PER SOILS CONDITIONS AND /OR GEOTECH i*wrw,; iii... �w.,0 O" '�"i`I�e o, � :REQUIREMENTS COMPACTED SUB till I_• ilia'_: GRADE - INT. _FINISH FLOORING SYSTEM PER PLAN; UNDERLAYMENT AND SUBSTRATE PREPARATION AS REQUIRED BY FINISH SYSTEM MANUFACTURER -- VERIFY, EjtE 719.1 2141 58* ICBO: PFC-4354 ASSEMBLY V (SIM) ,NR-200: ASSEMBLY . r- ..1 .77:-v *�^r mti!i l ^, COORDINATE, & INSTALL PER IN -FLOOR HEATING MANUFACTURER _1 1/2" GYPSUM CONCRETE -- VERIFY, COORDINATE, & INSTALL PER IN-FLOOR - HEATING MANUFACTURER r - NR INT./INT. GYPCRETEMID JOIST FLR/CLG -----'--------= , INT. (EXT.) NOISE CONTROL MATTING (ACOUSTIMAT) TO MEET STC RATING AS SHOWN IN THIS ASSEMBLY - -OWNER OPTION, STC RATING IS NOT REQUIRED _3/4" MIN. EXT.GRADE T & G PLYWOOD SHEATHING GLUED & NAILED PER STRUCTURAL DOCUMENTS 2 X (OR) TJI FLOOR JOISTS @ 16" OC MAX. PER STRUCTURAL DOCUMENTS- - STC RATING SHOWN IN THIS ASSEMBLY IS OWNER OPTION, STC RATING IS NOT REQUIRED INSULATION @ CONDITIONED SPACES PER WSEC COMPONENT CHART SHEET A.0.3, OR FOR SOUND AT OWNER'S OPTION 2" CONTINOUS VENTILATION SPACE BELOW INSULATION AT FLOOR S , OVERHANGS - VENTILATION OPENINGS SHALL BE SCREENED WITH CORROSION RESISTANT METAL MESH RESILIENT CHANNELS @ 16" OC PERPENDICULAR TO JOISTS TO MEET STC RATING SHOWN IN THIS ASSEMBLY - -STC RATING IS OWNER OPTION, STC RATING IS NOT REQUIRED _1 LAYER 5/8 "GWB (USE GYPSUM CEILING BOARD AT EXTERIOR CONDITIONS)TO MEET STC RATING SHOWN IN THIS ASSEMBLY - -STC RATING IS OWNER OPTION, STC RATING IS NOT REQUIRED, 1/2" GWB MINIMUM W/ JOISTS r. @ 16" OC MAX _PVA PRIMER. NOT EXCEEDING 1 PERM - -- -- _FINISH FLOORING SYSTEM PER PLAN; UNDERLAYMENT AND SUBSTRATE , : -,.- PREPARATION AS REQUIRED BY FINISH. SYSTEM MANUFACTURER- _3/4" MIN. EXT.GRADE T & G PLYWOOD SHEATHING GLUED & NAILED PER ( I N.1,4, N.A. ., 2014 R: ITY 0 - _.__ -.__- CEIV F TU A Ill icBo; pri„., 4354 NR-200: ASSEMBLY . & gn J Cl INT. ' . § Z .1 tot! r i i �t11�11�r��1 J I _2 XU (OR) TJI FDLOOR JOISTS 16" OC MAX. PER STRUCTURAL DOCU STC RATING SHOWN IN THIS ASSEMBLY IS OWNER OPTION, STC c . & : RATI I: REQUIRED INT. (EXT.) _INSULATION © CONDITIONED SPACES PER WSEC COMPONENT CHART SHEET APR A.0.3, OR FOR SOUND AT OWNER'S OPTION . _2" CONTINOUS VENTILATION SPACE BELOW INSULATION AT FLOOR ' OVERHANGS - VENTILATION OPENINGS SHALL BE SCREENED WITH CORROSION RESISTANT METAL MESH _RESILIENT CHANNELS @ 16" OC PERPENDICULAR TO JOISTS TO MEET STC RATING SHOWN IN THIS ASSEMBLY - -STC RATING IS OWNER OPTION, STC RATING IS NOT REQUIRED , 2 ._.__. __________ __._.___________ T__ _1 LAYER 5/8 "GWB (USE GYPSUM CEILING BOARD AT EXTERIOR CONDITIONS)TO MEET STC RATING SHOWN IN THIS ASSEMBLY - -STC RATING IS OWNER OPTION, STC RATING IS NOT REQUIRED, 1/2" GWB MINIMUM W/ JOISTS .@ 16" OC MAX. S - .. _PVA PRIMER NOT EXCEEDING 1 PERM ASSEMBLY SCHEDULE NOTES 1 FOR STRUCTURAL INFORMATION SEE STRUCTURAL DOCUMENTS (S. #.# SHEETS) AND CALCULATIONS IN OTHER FORMAT. g7 SEE ARCHITECTURAL FLOOR PLANS (A.2 SHEETS) & WALL SECTIONS FOR WALL ASSEMBLY LOCATIONS AND DESIGNATIONS (A.4 SHEETS). 3 SEE ARCHITECTURAL BUILDING SECTIONS (SHEET A.3.3) FOR FLOOR/CEILING FLOOR/CEILING AND ROOF /CEILING ASSEMBLY LOCATIONS AND DESIGNATIONS. 4 REFER TO ASSEMBLY TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS. PROVIDE VAPOR BARRIER TYPE AND LOCATION INDICATED BY ASSEMBLY ON THE WARM SIDE IS EXPOSED TO AMBIENT `-✓ TEMPERATURE. 6 FOR WALL ASSEMBLIES: SEE ARCHITECTURAL ELEVATIONS FOR EXTERIOR FINISHES. U.N.O. FINISH SYSTEMS TO INCLUDE WEATHER RESISTIVE BARRIER (IE: BUILDING PAPER/FELT 15# MIN. TYP.) FR WALL, FLOOR/ CEILING, AND ROOF /FLOOR/CEILING ASSEMBLIES SHALL COMPLY WITH IRC SEC. R302/ IBC CHAPTER 7: FIRE - RESISTANT MATERIALS & CONSTRUCTION AND THE CITY OF TUKWILA AND KING COUNTY AMMENDMENTS TO THE IBC, IRC, IFC, OR ANY APPLICABLE CODES AND ORDINANCES (IE: FIRE BLOCKS, DRAFT STOPS, FIRE STOPS © WALLS, FLOOR/CEILING, ROOF CEILING, ETC.). 8 FOR INSULATION TYPE AND R- VALUE, SEE 'WSEC 'COMPONENT PERFORMANCE' DESIGN COMPONENTS' CHART AND NOTES ON SHT. A.0.3; PERMIT CENTER DANA C.G. \VLKEK Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION 0 0 0 4 ILI 0 0 iu 14032 35TH AVE S ASSEMBLY TYPES Phase /Dat DD lc :: +rz °" Revisions I - Ig•Ia Drawn By DW Job No. 11107 Sheet A.4.3 Of -.+-••••:•■• • • 0.11411111111=1 El ESEENSENESEINEMBIlmozi r . , ft4,145104- I • -..":"•••• • . ' . LOWER LEVEL BATH. DETAIL PLAN SCALE: 1/2" = 1 - 0" - REVIEWED FOR CODE COMPLIANCE APPROVED JAN.2 8 2013 City of Tukwila BUILDING DIVISION APR 23 2014 RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER DA\A C.G. . 'WALKER A.ssociates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206)367- 2665 m (425)765- 1501 dcgwalkerlticomcastmet • REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S DETAIL FLOOR PLANS & SECTIONS Phase/Date DD 147,4: Revisions Drawn By DW IJob No. 111071 Sheet A.5.1 Of • prip dry Itoe.40,et � a MAJqWWI C W rtyl A 1.41A DANA C.G. V2LKEK Associates filtU4002 2 ii 'REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City.of Tukwila BUILDING DIVISION \ \ \ \ \ \ \\N \ \ \\ \\ \ \'N;: \\ \\\ \ \V, \\\-\\\\\N \ \ \ \ \ \\`* \\\\\\.\\ RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER \ \ N \: \., EXISTING KITCHEN REMODEL FLOOR PLAN SCALE: 3/8" = 1' - 0" FIRST FLOOR INTERIOR ELEVATIONS SCALE: 3/8" = 1' - 0" -- -1:71. OK) 7' 7) REMODEL & ADDITION LYLE BRIDGE RESIDENCE 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367 - 2665 m (425) 765 -1501 d cgw a l kerl @com ca st. ne t` DETAIL FLOOR PLANS & SECTIONS Phase /Datq DD l t7,. 12' Revisions 14% le) .11- Drawn By DW Job No. 11107 Sheet A.5.2 Of jJf fe 174 111071 0 11111011.1111111C .1= L■11,111614i mmaalmal1411'1M! Ae.:724!471':_ _ 7orebrATIlz Aprigh. AM1116,.. ir 11= 111, slikara10111111 sit. II I, it= p-cL. .0,14e , i4 !I . IA 11111111111 C.) /,//7,,,,;,4-.'/7./3'01, T, V . ,,,"/..,,.ArA".' IA vi C Il 11 -7,-/ Ai 41/ lc 1*/ /9 ' ii lw.,-1-4111 1111111111111 il ai 1 1 &ion erA k DANA WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765- 1501 • dcgwalkerl@comcast.net _ FIRST FLOOR STAIR FLOOR P. LAN SCALE: 3/8" = 1• -. 0" .rI ..71. oil .10 • rIT Hal BASEMENT LEVEL STAIR FLOOR PLAN SCALE: 3/8" = 1' - 0" RP:11E11ED FOR CODE COMPLIANCE APPROVE JAN 2 A 2013 City of Tukwila BUILDING DIVISION SECTION AT STAIR LOOKING EAST SCALE: 3/8" = 1 - 0" NOTE: SEE SHEET A.2.0.a FOR STAIR NOTES AND DETAILS RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER APR 23 2014 REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S DETAIL FLOOR PLANS & SECTIONS Phase/Date DD le34r Revisions 147. Drawn By DW Job No. Sheet A.5.3 Of 111071 '.i°'' " mg WALL ASSEMBLY `k 7 •i milip i,t . PANEL SIDING PER ELEVATIONS BUILDING PAPER; LAP 18" MINIMUM AT CORNERS 12" FLEXIBLE FLASHING ( y ,•ti ., ;, %..' •. ; +., If pi---=411 1x6 TRIM, PRIMARY FACADE OF BUILDING I\ , 4• \ i1 '' I 1x4 TRIM @ SECONDARY FACADE OF BUILDING BUILDING PAPER; LAP 'F .-` -�= `� V / / 1 18" MINIMUM AT CORNERS PANEL SIDING PER M 0 1" 3" s" ELEVATIONS DETAIL PLAN 18 @CORNER (PANEL SIDING) A.7.1 • (WALL ASSEMBLYI 1x4 TRIM FLAT AGAINST \s . \ `;; 0 I k litill ill 111 PRIMARY FACADE PANEL SIDING PER lallillill ""°""""'Tirmi , I I"_' .,; ELEVATIONS BUILDING PAPER; LAP 18" MIN AROUND CORNER ' FLEXIBLE FLASHING WALL ASSEMBLY DETAIL. PLAN . 17 • INSIDE CORNER (PANEL SIDING) A.7.1 EQ ?.-.11" 3' s" EQ EQ S TRIM TO NEXT I TRIM TO TRIM 1 TRIM TO CORNER/WINDOW TRIM CORNERANINDOW TRIM ', ?�::;?? {• ':.�•:, \ \'4. \�':?+'` \•. Vii,' ti• . • i "`.ti }ti�i^"r.,•�1•:ii;:titik: :�.tiy ',:ih';: : \ti•i: \'.,: ��:` \1•::. \::iti•: .,....... ,4.'N \ rirr T---F�.a. �IwsR ~ +m.wsoaR.–� n „ rrF a - a.= r -_�za ma=r= s–F FAIIA MIN WA MI WAWA WALL ASSEMBLY SEALANT, TYP WINDOW OR CORNER TRIM PER ELEVATIONS 1x4 TRIM EQUALLY BUILDING PAPER; LAP 6" MINIMUM EVERY SPACED OR 3" 6" HORIZONTAL ROW PANEL SIDING PER • BETWEEN WINDOW CORNER TRIM o 1" ELEVATIONS DETAIL PLAN 16 @ VERT. TRIM (PANEL SIDING) I I' A.7.1 PANEL SIDING PER - J, `•I! ; ': ' ' ' `'`' \\ : 14111101. •, )100011111111. ,, Ij,— , is ' +< :'. : . . 1; ELEVATIONS 1111 BUILDING PAPER; LAP OVER FLASHING 1x4 TRIM BEYOND PER ELEVATIONS GSM FLASHING W/ 4" MINIMUM VERTICAL LEG AND DRIP EDGE 1x4 TRIM PER ELEVATIONS BUILDING PAPER CONTINUOUS BEHIND TRIM / SIDING "KERF 1/8 ii PANEL SIDING PER ELEVATIONS �. IWALLASSEMBLYI SECTION @ 1x HORIZ. TRIM (PANEL SIDING) 0 1' 3 "_ • SIDING & TRIM SYSTEM DETAILS . SCALE: 1" = 6" IOR/ 2" = 1' - 0" NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND PENETRATIONS SHEET A.2.0.b. WALL ASSEMBLY PLANKNINYL SIDING PER ELEVATIONS BUILDING PAPER; LAP 18" MINIMUM AT CORNERS 12" FLEXIBLE FLASHING SEALANT, TYP 514x6 TRIM, PRIMARY FACADE OF BUILDING 5/4x4 TRIM @ SECONDARY FACADE OF BUILDING BUILDING PAPER; LAP 18" MINIMUM AT CORNERS SIDING PER ELEVATIONS DETAIL PLAN @ CORNER BOARDS @ SHINGLE SIDING: DETAIL OPTIONAL) 2x2 TRIM AT PLANK SIDING TO PLANK SIDING INSIDE CORNER INTERSECTION SEALANT PLANK SIDING PER ELEVATIONS FLEXIBLE FLASHING 0 1" 3" 6" BUILDING PAPER; LAP 18" MIN AROUND CORNER WALL ASSEMBLY DETAIL PLAN k mio jowl, @ INSIDE CORNER SHINGLE SIDING �" SIDING SYSTEM & TRIM, SEE ELEVATIONS BUILDING PAPER; 9" MINIMUM BEYOND PENETRATION BUILDING PAPER; LAP OVER FLASHING GSM FLASHING; 4" VERTICAL LEG FLEXIBLE FLASHING; 4 " MINIMUM BEYOND PENETRATION MINIMUMIZE PENETRATION 2x BLOCKING AT WALL PENETRATION FOR LIGHT FIXTURE, HOSE BIBB, ETC, (USE PT WOOD BLOCK AT STRUCTURAL PLATE ATTACHMENTS; USE PRE- PRIMED CEDAR BLOCK AT OTHER LOCATIONS) SEALANT • SIDING SYSTEM, SEE ELEVATIONS IWALL ASSEMBLY] BUILDING PAPER; TUCK UNDER !PRE-PAPER' 3" 6" . WALL PENETRATION SECTION (r/t SIDING SYSTEM PER ELEVATIONS • BUILDING PAPER; LAP OVER FLASHING TRIM BEYOND WHERE OCCURS PER ELEVATIONS. GSM FLASHING W/ 4" MINIMUM VERTICAL LEG AND DRIP EDGE 2x BELLY BAND PER ELEVATIONS BUILDING PAPER CONTINUOUS BEHIND TRIM / SIDING 1/8" KERF SEALANT SIDING SYSTEM PER ELEV. ` WAL4AS.SEMeLY SECTION @ 2x BELLY BAND CT /r 0 ;" 3' 6" 3' 6" • lx WOOD SILL WOOD APRON 1/2" PLYWOOD SEALANT 3/8" ROD & SEALANT 1/8" SPACER 318" 5/4x (RIM FLEXIBLE FLASHING SEALANT 1/8" GAP.WITH SEALANT GWB TYPICAL HORIZONTAL MULLION 0 1" 3' 6' J WALL ASSEMBLY PANEL SIDING, SEE ELEVATIONS BUILDING PAPER 1x6 TRIM 12" FLEXIBLE FLASHING GSM FLASHING WITH 4" VERTICAL LEG EMBED WINDOW FLANGE IN SEALANT 1/8" GAP WITH SEALANT TYPICAL WINDOW HEAD @ ;PANEL SIDING 0 1" 3" [WALL ASSEMBLY 6" 1/8" GAP WITH SEALANT VINYL WINDOW; SET FLANGE IN SEALANT .9" FLEXIBLE FLASHING 6" FLEXIBLE FLASHING BUILDING PAPER PANEL SIDING, SEE ELEVATION 1x4 TRIM 3/8" ROD & SEALANT TYPICAL WINDOW JAMB @ PANEL SIDING I rekakiwkaa Ara 1 I I ',.0 :'!�•rv'.+,+4+:M9iX�1N t'hNllN "Md'F1.Y.I041,14:k, It. "1,,;S.14 Man"! Pr. �x VVUUU ILL WOOD APRON 1/2" PLYWOOD 1/8" GAP WITH SEALANT 12" FLEXIBLE FLASHING 3/8" ROD & SEALANT 1/8" SPACER I 0 1" 3 n I 6" 1x4 TRIM 12" FLEXIBLE FLASHING BUILDING PAPER WALL ASSEMBLY PANEL SIDING, SEE ELEVATION TYPICAL WINDOW SILL @ PANEL SIDING OPENINGS DETAILS 0 1" 3" 6" i RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER (WINDOW & DOOR DETAILS SIMILAR) SCALE: 1" = 6" /OR/ 2 "'= 1' - 0" NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND PENETRATIONS SHEET A.2.0.b. WALL ASSEMBLY WOOD SILLS MEET AT CENTER OF POST POST 1/8" GAP WITH SEALANT FLEXIBLE FLASHING WOOD SILL BELOW 7 VINYL WINDOW; SET FLANGE IN SEALANT =FYI' 3/8" ROD & SEALANT, TYP 5/4x' TRIM TYPICAL VERTICAL MULLION 0 1" 3" n • 6 "• DADA C.G. WALKER 2ssciates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net (WALL ASSEMBLYI SIDING,'SEE ELEVATIONS BUILDING PAPER GSM FLASHING WITH 4" VERTICAL LEG 5/4x6 TRIM (2x © SIMILAR) 12" FLEXIBLE FLASHING SEALANT W/ WEEP HOLES co M GSM FLASHING WITH 4" VERTICAL LEG EMBED WINDOW FLANGE IN SEALANT 1/8" GAP WITH SEALANT TYPICAL WINDOW HEAD @ ISFIINGLE SIDING 0 1" 3" n WALL ASSEMBLY 1/8" GAP WITH SEALANT VINYL WINDOW; SET FLANGE IN S 9" FLEXIBLE FLASHING 6" FLEXIBLE FLASHING BUILDING PAPER SIDING, SEE ELEVATION 1/8" GAP WITH SEALANT 5/4x4 TRIM 3/8" ROD & SEALANT TYPICAL WINDOW JAMB @ ;SHINGLE SIDING 6" Ibtiklarit 4 sissi *or 6" WOOD APRON 112" PLYWOOD 118" GAP WITH SEALANT 12" FLEXIBLE FLASHING 3/8" ROD & SEALANT 1/8" SPACER - 5/4x4 TRIM 12" FLEXIBLE FLASHING BUILDING PAPER 1/8" GAP WITH SEALANT IWALL ASSEMBLY' SIDING, SEE ELEVATION TYPICAL WINDOW SILL @ SHINGLE SIDING ix wouu aILL WOOD APRON 1/2" PLYWOOD 1 /8" GAP WITH SEALANT 12" FLEXIBLE FLASHING 3/8" ROD & SEALANT 1/8" SPACER 2x TRIM PER ELEVATION; BEVEL TOP 12" FLEXIBLE FLASHING BUILDING PAPER 1/8" GAP WITH SEALANT - IWALL ASSEMBLY SIDING, SEE ELEVATION TYPICAL WINDOW @ BELLY BAND 0 1" 3" 6" 0 1" 3" 6 ". APR 23 201f REVIEWED FOR CODE COMPLIANCE APPROVED JAI 2 8 2013 City of Tukwila BUILDING DIVISION REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S ict w EXTERIOR DETAILS Phase /Date DD Revisions lc� Drawn By By DW !Job No. Sheet A.7.1. .; Of ROOF & ROOF/WALL INTERSECTION DETAILS SCALE: 1" = 6" /OR/ 2" = 1' - 0" NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND PENETRATIONS SHEET A.2.O.b. MANUFACTURED RIDGE VENT SYSTEM SHINGLES ROOF FRAMING ATTIC 7 BUILDING PAPER EXT. SIDING, SEE ELEV. ROOF'G UNDERLAYMENT EXTEND UP WALL 8" MIN. 0 1" 3" ri 6" GSM COUNTER FLASH -4" VERTICAL LEG -3" VERTICAL LEG GSM STEP FLASH -4" VERTICAL LEG -4" HORIZ. LEG IROOFICEILING ASSEMBLY ROOFING SYSTEM ROOF'G UNDERLAYMENT EXTEND UP WALL 8" MIN. ROOF SHEATHING ROOF FRAMING, S.S.D. STEP FLASHING 0 1" 3" I 6" • BUILDING PAPER SIDING, SEE ELEVATION GSM FLASHING WITH 4" MINIMUM VERTICAL LEG AND DRIP EDGE 2x BELLY BAND, SEE ELEVATIONS; BOTTOM NAIL 1 1/2" FROM EDGE MINIMUM (2) PIECE GSM FLASHING -8" VERTICAL FLASHING -4" VERTICAL LEG - SPRING ACTION AGAINST SHINGLE -SET IN MASTIC ROOFING UNDERLAYMENT EXTEND UP WALL 8" MIN. IROOF /CEILING ASSEMBLY] ROOFING SYSTEM ROOF FRAMING Owl 'WA Wiig� 116.11 -1111-w ROOF TO WALL FLASHING @ TRIM 1" I WALL ASSEMBLY 3" 6" IROOF!CEILING ASSEMBLYI ROOF SLOPE VARIES, SEE. ROOF PLAN/ ELEVATION ROOF TRUSS & TAIL, SSD BLOCKING WITH 2" CONTINUOUS GALVANIZED SCREEN MESH © EACH BAY 2X FASCIA PER ELEV. GUTTER & DOWNSPOUT TO STORM DRAIN SYSTEM 2x4 OUTRIGGERS . END TRUSS DROPPED FOR 2x4 OUTRIGGERS CONTINUOUS WOOD TRIM• 5/4x4 @ PLANKMNYL 1111, SIDING; 1x4 OVER PAN EL SIDING CONTINUOUS WINDOW HEAD TRIM PER ELEVATIONS (WHERE OCCURS) WINDOW. HEADER �. S.S.D. 1 x 3 TRIM 2 X BARGE BOARD, SEE EXTERIOR ELEVATIONS ROOF /CEILING ASSEMBLY 5/8" TYPE 'X' GWB AT ATTIC SIDE OF GABLE END TRUSS, TYP. (AT 1 HR. ONSTRUCTION ONLY) 01.? WINDOW HEADER & TRIM WHERE OCCURS EAVE DETAIL SCALE: 1 . .N• =1' -0" WALL ASSEMBLY 0 3 6" 1' IWALL ASSEMBLY OVERHANG PER PLAN �o III I 0-Iwo i1,-=40 � iftlep GABLE END @ TRUSS ROOF SCALE: 1- " =1' -0" /Mru 0 3" 6" 1' DANA C.G. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net IFLOORICEILING ASSEMBLY] FLASHI DETAI AlidiR 'I- 2 "CON .USCORROSION • RESISTANT METAL MESH,'^ 116" MESH `� \T.►T�1 \TILT/ 2x12 TRIM; KERF BOTTOM • EDGE; LEAVE 112" DRIP 2x4 WOOD TRIM TOPL GWB SOFFIT PER ASSEMBLY VENTILATION PATH 514x4 WOOD TRIM, TYPICAL WINDOW TRIM PER ELEVATION, FLASHING PE • HEADE PER WAR LL SECTION, A8.x WINDOW PER WINDOW SCHEDULE �� 1111611 SECTION @ BAY OVERHANG 0 3" 6" 1' SCALE: 1 . "' =1' -0" WALL ASSEMBLY SIDING PER ELEVATION BUILDING PAPER; LAP OVER FLASHING 2x PT SILL PLATO CONTINUOUS METAL 'Z' FLASHING WITH SPRING ACTION AGAINST CONCRETE, 4" VERTICAL LEG AND HEMMED EDGE ....,,..,Jnvv rAPER SIDING, SEE ELEVATION 1x4 TRIM @ PANEL SIDING /4:12 FINISHED GRADE, SLOPE AWAY FROM BUILDING SEALANT FOUNDATION BOLT, SSD 1/2" EXPANSION JOINT BITUMINOUS DAMPROOFING RIDGID INSULATION PER WSEC COMPONENTS CHART CONCRETE FOUNDATION WALL AND FOOTING, SSD FLOOR ASSEMBLY Vatic ii-IL: IWALL ASSEM 'FLOOR ASSEMBLY EDGE OF 2x12 TF IM AT BEYOND BL 2x12 TRIM, KE LEAVE 1/2" DR SOFFIT; FLASI- TOPL , +" 2x6 FRAMING 2x4 WOOD TRIM 1F BOT.S.; P EDGE TO LNG. 2" CONTINUOUS CORROSION RESISTANT METAL MESH, 1/8" MESH HEADER PER WALL SECTION 1x TRIM; ALIGN BOTTOM W/ BOTTOM OF WINDOW TRIM DOOR FRAME PER.. DOOR SCHEDULE SECTION @ RECESSED DOOR SCALE: 1 WALL ASSEMBLY SIDING PER ELEVATION BUILDING PAPER; LAP OVER FLASHING CONTINUOUS GSM FLASHING; EXTEND 6" ABOVE AND BELOW TOP OF IDEWALK 412 `DETAIL OPTIONAL • 0 3" 6" � I 1' 1}}IP IhIU, L_ III =1111 I 1 1111 =1111= 1 -1111- 1111 -1111- 11 -1111- "°"' _ 11II-1111-111 _ 111111111111111111= 1111= III IIII III11111111111111111111111 IIII III 1111 111 IIII 1111 1111 1111 IIII: III , 1111 -- -1111. 1111. 1111 1111....1111 12) PIECE GSM FLASHING -8" VERTICAL FLASHING -4" VERTICAL LEG SECTION @ SCALE: 1 " =1' -0 - SPRING ACTION AGAINST SHINGLE -SET IN MASTIC ROOF /CEILING ASSEMBLY ROOFING UNDERLAYMENT EXTEND UP WALL 8" MIN. ROOFING SYSTEM ROOF FRAMING IWALL ASSEMBLYI ROOF TO WALL FLASHING 0 1" 3 "' NDATION / GRADE OOF DRAINAGE: TIGHTLINE TO STORM DRAIN SYSTEM „ 6„ NOT USED TYP. FOUNDATION DRAIN: 4" PERF. DRAIN WITH FILTER FABRIC IN GRAV WALL SECTION DETAILS ONCRETE SIDEWALK, SLOPE AWAY FROM BUILDING 2x PT SILL PLATE, PER PLAN SEALANT FLEXIBLE SELF- ADHESIVE FLASHING 1/2" EXPANSION JOINT BITUMINOUS DAMPROOFING RIDGID INSULATION PER WSEC COMPONENTS CHART CONCRETE FOUNDATION WALL AND FOOTING, SSD JFLOOR ASSEMBLY I .' e• : ::: :::: : : :::•: ;n- --;; :1'::':'1 11111CC•••• •' ' :I —1111- 1 1111 =1111= —IIII - III .. 1111 -1111= 1 =1111= 111111111111111111 - 1111 - 111 -1111 -1111 —III -1111- -1111= 111 -1111 -1111 1111 1111 111 1111 IIII 1711-111r--11 il III- IIII�IIII- III�IIIIII= - IIII - IIII - IIII -il/ -IIII II - SECTION @ SCALE: 1 " =1' -O -rBEEIEWEO FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION SCALE: 1" = V - 0" NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND PENETRATIONS SHEET A.2.0.b. UNDATION I SIDEWAL} " " ROOF DRAINAGE: TIGHTLINE TO STORM DRAIN SYSTEM P. FOUNDATION DRAIN: 4" PERF. DRAIN WITH FILTER FABRIC IN GRAVEL. BED RECEIVED CITY OF TUKWILA NOV 0 2 2012 PERMIT CENTER APR 2a 20W z 0 W 0 W OC 14032 35TH AVE S CO tO CD LT EXTERIOR DETAILS Phase /Date DD Revisions Drawn By DW Job No. 11107 Sheet A.7.2 Of 111071 EDGrOP'01113 BEYOND GLAZING VINYL WINDOW; FRAME & SASH WOOD SILL WOOD APRON WINDOW SILL INTERIOR SECTION & ELEVATION SCALE: 6"=-1'.0" DECK, TRELLIS, & MISC. EXTANT. DETAILS SCALE VARIES: SEE DETAIL NOTE: SEE FLASHING DIAGRAM FOR OPENINGS AND PENETRATIONS SHEET A.2.0.b. reef- 1201,1 '4, ed4er ,1;3704414 rt,i-Y-AhHor,,,1 -roePgAH' 00194-1-ref- IdtZe/- 114 *1)il, PIAL101620 44e: TR LLIS @ DECK' 31N. 6 IN. 1 Fr . • FLOOR ASSENti3LY WALL ASSEMBL SIDING, SEE ELEV. BUILDING PAPER • wP. MEMBRANE COAT VERTICAL LEG OF • GSM F SH GSM FLASH . -4" VERTICAL LEG -3" HORIZONTAL •APR 2S ?Mk EDGEof BUILDING BEYOND THRESHOLD SET IN •TOSL -7-reZalt • • • • • r • . - • !t !!-. 4" CONCRETE WALK • • Wit000111. wag 1111011r " 4111140 CONCRETE 1OUNDAT1ON Alike JOINT FILLER WALL SSD 4110111MINVAIIML. TYPICAL EXTERIOR et4' SCALE: 3".-41'.0" • .12SLOPE: 1/4" /FT 12)(WrIT--4,o; E AO0R/C SSEMBLY -:.totsinowhApot2-- -Wx-riertxfr: 1P4t4,44 .:1t:exwmitinz WALL ASSEMBLY DEC ALL BASE FLASHING SCALE: 3":21s-011 RECEIVED CITY OF TUKWILA , NOV 0 2 2012 PERMIT CENTER - 0 A"- 3° CO • DANA C.G. WALKER • Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765- 1501 dcgwalkerlecomcast.nel REVIEVVED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION SHAPED CAP CUT FROM 2x6 CUT FROM 2x6 P.T. (2)2x4.@ TOP a 2x2 VERTICALS e4x4 COLUMNS & ENDS (2). 2x4 .41 BOTTOM '4* PER PLAN MCNICHOLS GALVANIZED OR VINYL COATED, WELDED WIRE MESH (COLOR: BLACK ) 1 MESH (1" SQ.): .080 (OR) EXTERIOR GUARDRAIL 2 MBSH (2" SQ.): .105 SCALE: 1 1/2" = 1' - 0" • REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S a EXTERIOR & INTERIOR DETAILS Phase/Date DD Revisions Drawn By DW pob No. Sheet A.7.3 Of 111071 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2009 INTERNATIONAL BUILDING CODE. 2. DESIGN LOADING CRITERIA: RESIDENTIAL FLOOR LIVE LOAD 40 PSF ROOF LIVE LOAD (SNOW) 25 PSF 3: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR, ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ". 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR 'CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR ' DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR ,APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9.. ALL STRUCTURAL SYSTEMS WHICH, ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW.PRIOR TO FABRICATION OF THESE ITEMS. MANUFACTURED LUMBER (PSL'S, LSL'S, LVL'S) REINFORCING STEEL (FOR CONCRETE CONSTRUCTION) 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER' OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER. ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED' FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. GEOTECHNICAL 12. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) 55 PCF /35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) 0 3 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD ,BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE 13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH" IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED- ON IBC WEATHER EXPOSURE. DESIGN STRENGTH IS f'c = 2,500 PSI. 14. ALL CONCRETE WITH ENTRAINED WITH AN TOTAL AIR CONTENT ACI 318 TABLE 4.4. SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR - AIR- ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1 MODERATE EXPOSURE, Fl. 15, DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN' ACCORDANCE WITH ACI 315 -99 AND 318 -08. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE.CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0 MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #5 BARS OR SMALLER) . . 1 -1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 -1/2" SLABS AND WALLS (INT. FACE). . . .GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" '24. 17. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH. CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. ANCHORAGE 25. 18. SCREW ANCHORS INTO CONCRETE AND MASONRY. SHALL BE TITEN HD ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO REPORT NUMBER ICC -ESR -2713, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLT HOLES IN CONCRETE OR MASONRY SHALL NOT BE OVERSIZED. SPECIAL 26. INSPECTION (PERIODIC) IS REQUIRED FOR ALL SCREW ANCHOR INSTALLATION. 19. EXPANSION BOLTS INTO CONCRETE MASONRY UNITS SHALL BE WEDGE -ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC -ES REPORT NUMBER ESR- 1396, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 20. EPDXY- GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET -XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. ESR -2508. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A- 36 UNLESS OTHERWISE NOTED. 21. DRIVE PINS AND OTHER POWDER- ACTUATED FASTENERS SHALL BE LOW VELOCITY TYPE27 (SERIES X -DNI, 0.145" DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. ER -1633. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. • WOOD 22. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, ,AND GRADED CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS: BEAMS: POSTS: AND MARKED IN LUMBER NO. 17.' (2X & 3X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH NO. 1 STUDS, PLATES & MISC. FRAMING: MINIMUM BASE VALUE, FC = 1000 PSI DOUGLAS - FIR - LARCH -OR HEM -FIR NO. 2 REVIEWED FOR CODE COMPLIAN E APPROVED JAN 2 8 2Q13 City of Tukwila BUILDING DIVISI MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS' APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARDS NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC -ES REPORT ESR -1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. ALL BIG BEAM LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC -ES REPORT ESR -1940 WITH A WATERPROOF ADHESIVE MEETING ALL REQUIREMENTS OF ASTM D2559. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) LVL (1.9E) LSL (1.55E) Fb = 2900 PSI, E = 2000 KSI, Fb = 2600 PSI, E = 1900 KSI, Fb = 2325 PSI, E = 1550 KSI, Fv = 290 PSI Fv = 285 PSI Fv = 310 PSI DESIGN SHOWN ON PLANS FOR PSL, LVL, AND LSL IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAEUSER CORPORATION. DESIGN SHOWN ON PLANS FOR BIG BEAMS ARE BASED ON LUMBER MANUFACTURED BY ROSBORO. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST' HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12 %' OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT' THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12 %. EXCESSIVE! DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT; .THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. ALL WOOD IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE. PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED)SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL,: SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX); TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER' CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACQ -A (UP TO A RETENTION LEVEL OF 0.40 PCF), CBA -A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA -B (UP TO A RETENTION LEVEL OF 0.21 PCF), OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ -A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA -A (OVER A RETENTION LEVEL OF 0.41 PCF), CA -B (OVER A RETENTION' LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS: STEEL 0 O 0 U swensonsa O U b C 0O 0 1 DANA L.G. WALKE=R ,associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net 0 TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY. SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2009. EQUIVALENT DEVICES CI BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED, DRIED AND THE SAME GRADE AS MEMBERS CONNECTED. 28. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: RECEIVED CITY OF TUKWIL, 9• JAN 1 8 2013 PERMIT CENTER': APR 23 2014 • -. SIZE 8d 16d LENGTH 2 -1/2" 3 -1/4" DIAMETER 0.131" 0.131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL" SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)FOR REVIEW' AND APPROVAL. 0 2 LYLE BRIDGE RESIDENCE 14032 35TH AVE S CO CO CO C, can i� STRUCTURAL NOTES NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN! FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING,PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER. THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE. • SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE, MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF &PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON- CENTER TO INTERMEDIATE SUPPORTS. PROVSIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF SHEATHING. TOENAIL;; BLOCKING TO SUPPORTS WITH 16d @ 12" ON- CENTER UNLESS OTHERWISE NOTED. Phase /Date DD 14:%:4111 lam' Revisions Drawn By DW I Job No. Sheet S.1.1 Of 9 • 1. (4stto e7Tvo) 1,A-VV t4 (silcb 5rvo) 1003 • ' •kpvti L Silt —AR- LOA LA-0 H-r cowo-ituemem.) z— ) .. • , . . CIf YgD4/ 11 1 -7-414_14-.1:-.7-G , r- 4-1 ffsi'eic I ‘((Q\L0(7;,.t:_i\t:z, I I . . . •tkous • • • OP 0 • 01 e • • • t • s . . •ROU 2 77/ kVA Foundation Plan Notes: (Tvpical, Unless Noted Otherwise) 1. Do not scale drawings. Refer to architectural drawings for all dimensions. 2. The bottom of all exterior footings shall be 18" minimum below grade. 3. 4" concrete slab over 6 mil vapor barrier on 4" of gravel or crushed rock over firm undisturbed soil or engineered compacted back-fill. Reinforce with 6 x 6 W1.4 x W1.4 WWF. Provide construction/control joints per Detail 17. 4. Step footings as required to accommodate changes in grade per Detail 4. 5. Provide epoxy grouted #4 x 2'-6" dowels embedded a minimum of 6" in to existing concrete to match new horizontal reinforcing. Typical where new concrete wall or footing terminates at existing concrete. Epoxy grout per General Structural Notes. 6. All posts above shall bear fully on beams or posts below and shall have continuous full bearing through floors to the foundation. 7. Refer to General Structural Notes for additional requirements. . 140U2 OVNOAMONI INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE-BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. 12--- APR 2-3 2O1' REVIEWED FOR CODE. COMPLIANCE APPROVED JAN 2 8 2813 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER DANA • CG WALKER, Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765-1501 dcgwalkerl@comcastnet REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S co 0) CO 02 STRUCTURAL FOUNDATION PLAN/NOTES Phase/Date DD 147,4. Revisions 3; tz ',I, WAS- Drawn By DW Job No. 11107 Sheet S.2.1 Of • LSL3'iv k t1,1(8 W! tnWefked tkuC woo) Both er ck - S x(s' CwtSVC« LSi3'(2xttn(8. CMT\ Floor Framing Plan Notes: (Typical, Unless Noted Otherwise) 1. Do not scale drawings. Refer to architectural drawings for all dimensions. 2. Floor sheathing shall be 3/4" tongue and groove A.P.A. rated panels (exposure 1, span rating 48/24). Glue and nail at all framed panel edges with 8d at 6" o.c. and to all intermediate framing at 12" o.c. 3. Headers over door and window openings shall be (2) 2x8 minimum. Provide (2) trimmer studs (minimum) at each end of all headers unless noted otherwise on plans. See Detail 15 for typical installation. 4. Provide (2) studs (minimum) at each end of all beams unless noted otherwise on plans. Bear beam fully on built up column and provide AC, .PC, or LPC cap. 5. Blocked floor diaphragm. Provide 2x4 flat blocking at all unframed panel edges. Nail sheathing to blocking with typical panel edge nailing. 6. W # indicates shear wall. See Shearwall Schedule for construction requirements. 7. All exterior walls shall be W6, unless noted otherwise on plans. 8. Manufactured lumber products (LSL, LVL, PSL, GL) shall e installed with a moisture content of 12% or less. The contractor shall make provisions during construction to prevent the moisture content of installed beams from exceeding 12 %. 9. All posts above shall bear fully on beams or posts below and shall have continuous full bearing through floors to the foundation. 10. Splice all top plate splices per Detail 16., 11. Refer to General Structural Notes for additional requirements. MSC I_o() c' t W(: PL( J RE!IE`dED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION \"2--- 3� APR 23 201 0 U ca C 0 ul O • RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER DANA cc \VALKEK Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl @comcast.net STRUCTURAL FLOOR FRAMING PLAN /NOTES Phase /Date DD ,t7 .j7r Revisions I� -otFS 'Drawn By DW I Job No. 111071 Sheet S.2.3 . Of • •tn.. Qosk w/ pC6(( T 6 � x(0 � 1? f Ruc0 MOO) 4kc0Sttlt t tetcP( Pos +' tN /Cl 56 Top 4.t REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION APR 23 2014 Roof Framing Plan Notes: (Typical, Unless Noted Otherwise) 1. Do not scale drawings. Refer to architectural drawings for all dimensions. Roof sheathing shall be 1/2" A.P.A. rated panels (exposure 1, span rating 32/16), face grain perpendicular to supports over roof framing per plan. Nail sheathing at all framed panel edges with 8d at 6 "o.c. and to all intermediate framing at 12" o.c. Roof framing shall be 2x12 HemFir No 2 at 24" o.c. Headers over door and window openings shall be (2) 2x8 minimum. Provide (2) trimmer studs (minimum) at each end of all headers unless noted otherwise on plans. See Detail 15 for typical installation. Provide (2) studs (minimum) at each end of all beams unless noted otherwise on plans. Bear beam fully on built up column and provide AC, PC, or LPC cap. W # indicates shear wall. See Shearwali Schedule for construction requirements. All exterior walls shall be W6, unless noted otherwise on plans. Provide H1 hurricane tie at each rafter where it bears on exterior wall. Manufactured lumber products (LSL, LVL, PSL, GL) shall be installed with a moisture content of 12% or less. The contractor shall make provisions during construction to prevent the moisture content of installed beams from exceeding 12 %. • . 10. Splice all top plate splices per Detail 16. 11. Refer to General Structural Notes for additional requirements. RECEIVED CITY OF TUKWILA JAN 1 3 2013 PERMIT CENTER 0 1 - N DANA L.G. \VALKEK .Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367 - 2665 m (425) 765 -1501 dcgwalkerl@comcast.net z O J W 0 2 W LYLE BRIDGE RESIDENCE 14032 35TH AVE S ois STRUCTURAL ROOF FRAMING PLAN /NOTES Phase/Date DD ID `T • (Z'" Revisions Drawn By DW Job No. 11107 Sheet S.2.5 Of 1 SQ. PLINTH PER ARCHIT ECT REINF. WI (4)114 VERT & #3 TIES AT 6" 0.0. IN TOP 5" OF PLINTH C POST, PLINTH, & FTG. POST PER PLAN ABU SERIES POST BASE W/ 5/8" f x7" A.B. FOOTING SIZE & REINF. PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION rla4.Third Avenue - Suite 100 - Seattle, WA 98121 ph: 2o6. 43.6212 fax: zo6.443.487o File' WO-01 -14 scale l 3/4" = V -0" Deck or Canopy Post Footing Title I Deck or Canopy Post Footing - Square Plinth axes One PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN (where occurs) • PER PLAN. W/ A.B. PER . HOLDOWN SCHEDULE SHEARWALL PER PLAN r-i SHEATHING CAN BE PLACED ON EITHER SIDE OF WALL P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8 "0 ® 48 "oc elsewhere) SLAB ON GRADE PER PLAN no y • t• {r-• • ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER • GENERAL NOTES SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 (2) # TOP �TVIEWED FOR E COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION File ) Wo -02 -02 • Jscai'e 13/4" = 1' -0" Title 1 Interior Wall w/ Thickened Slab Boxes \ One PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN (where occurs) PER PLAN W/ A.B. PER HOLDOWN SCHEDULE SHEARWALL PER PLAN (2) #4 CONT. TOP (1 ea. side of a.b.) // 1 I• rl E SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 10o - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 . 00 15 P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE (5/8 "0 ® 48 "oc elsewhere) SLAB ON GRADE PER PLAN • r• ..1 .1 • ti .• • `La #4 © 18 "oc VERT.(alt. bends) #4 @ 12 "oc HORIZ. 5" 8" 5" (2) #4 CONT. BOT. ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOJE5 0 rti c 4J �Tcd • " v) too • s~ .5 O W 'A • 0 tQ :i ▪ J 'r f • c CV 5 U swensonsavfa Fool Wo -02 -01 . 'scare 3/4" = 11 -0" tap ,Exterior Wall w / Slab on Grade :.... ,Boxes, on@ SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION HOLDOWN POST PER SCHEDULE HDU HOLDOWN SHEARWALL PER PLAN CONT. #4 EA. SIDE OF ANCHOR BOLT LI 4 . 4 DANA CG. WALKER Associates EDGE NAIL SW SCHEDU E PER ApR 204 FRAMING CONT. WHERE OCCURS • 74/ a z , ". 4. , HEADED BOLT OR . . • .. _ . ; a • . ALL — THREAD WI WASHER AND NUT ` PER SCHEDULE a e .4. Holdown Schedule Plan. Mark Screws Anchor Bolt A.B. Embed Holdown Post 0 if 2x4 if 2x6 HDU2- SDS2.5 (6)SDS 1/4 "x21/2" 5/8 "0 12" (2) 2x4 (2) 2x6 HDU4— SDS2.5 (10)SDS 1/4 "x21/2" 5/8"O 12" 4x4 4x6 1-661-5--S85--. - 'p n „ . _ HDU8— SDS2.5 (20)SDS 1/4 "x21/2" 7/8"0 14" 4x4 4x6 ; =lJ ry4l --• - _ itr.: ,aA cr,cn ..- " rr n n _ . t4.r_® CM' Vett..nU..1% A.t • rnll Qt MINIMUM SIZE OF POST AT END OF WALL UNLESS - OTHERWISE NOTED ON FRAMING PLANS. 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 File 1 Wo -03 -04 Scale 3/4" = 1' -0" RECEIVED ITY OF TUKWILA JAN 1 3 2013 'x (3 PERMIT CENTER Typical HDU Holdown Title I Typical HDU Holdown Detail and Schedule • a %loxes 1 One LYLE BRIDGE RESIDENCE 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalker1@comcast.net 14032 35TH AVE S CO co Co a) STRUCTURAL DETAILS Phase /Date DD Iczik Revisions i • I c?. I� Drawn By DW Job No. 11107 Sheet S.3 m 1 Of 9 111071 ORIENTATION PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 u, rr SHEARWALL PER PLAN CS-HOLDOWN PER PLAN W/ (16)8d EA. END OF STRAP PLYWOOD SHEATHING PER PLAN FULL WIDTH VERTICAL GRAIN 2x BLOCKING TO MATCH HOLDOWN STUDS REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES Typical CS Holdown /File) W0- 04- 01(4i) scare 13/4" = 1 A It (Title I Typical CS Strap Detail (w/ TA) \Boxes\ One PANEL EDGE- NAILING OVER ALL HOLDOWN STUDS HOLDOWN PER PLAN. NAILING PER SHEA'WALL SCHEDULE ›,../z. 4e4ilek. w/ 1/44/'46 .31%g. 52'S ►cwt ... . A35 PER SHEARWALL SCHEDULE VERTICAL GRAIN BLKG. TO MATCH HOLDOWN STUDS (4)8d INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN LEAVE ONE END OF STRAP UNAILED JUST PRIOR TO COVERING / SHEARWALL PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite too - Seattle, WA 98121 ph: 206.443.6212 fax: 206.4434870 File j Wo -06 -07 (tji) scale 3/4" = 1 ` -0" 'Title ! Exterior Floor Framing (w/ Tilts) C s /t4 ,k3 t e t& t (2) 16d THRU EA. JOIST OR BLOCK WHERE JOISTS ARE PARALLEL, PROVIDE TJI BLKG. ® 48 "oc BEAM /HDR. PER PLAN (where occurs) 1A7— Ex72- Avo'e. IDeo ._ Boxes` PnB ORIENTATION PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2.124 Third Avenue -Suite leo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 // 0, I File ) Wo- 04- 02(tji) )scale 13/4" = .0 0• k SHEARWALL PER PLAN STRAP PER PLAN W/ EQUAL NO. OF SPECIFIED NAILS INTO STUDS ABOVE AND BELOW PLYWOOD SHEATHING PER PLAN FULL WIDTH VERTICAL GRAIN 2x BLOCKING TO MATCH HOLDOWN STUDS REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES Typical MST /MSTC Holdown Title Typical MST /MSTC Strap Detail (w/ TJI) PANEL EDGE NAILING OF ,SHEARWALL BELOW JOIST OR BLOCKING JOIST DIRECTION AND SHEATHING PER PLAN SHEARWALL PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 File! WO- 06- 03a(tji) state 13/4" = 1' -0" Title J Interior Shearwall Below (w/ TJI's) 7/ NAILING PER SHEARWALL SCHEDULE (2)16d THRU EA. JOIST OR BLOCK (4)8d INTO EA. BLOCK WHERE - JOISTS ARE PARALLEL PROVIDE TJI BLKG. @ 48 "oc • BEAM /HDR. PER PLAN (where occurs) Interior Shearwall Below (w/TJI's) APR 23 2O1 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 3 2013 PERMIT CENTER `Boxes, One rang Swenson Say Faget • A Structural Engineering Corporation 2124 3rd :kee. Suite 100 Seattle, WA 98121 (206) 443 -6212 Work (206) 898..45 39 (206) 443 -4870 Fax bbresko(),swensonsayfant.com DI2NIk . cc. WALKER . 4 Associates 18204 Ballinger Way NE i Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl@comcast.net 1 REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S STRUCTURAL DETAILS Phase /Date DD10.�'.12-' Revisions I . lo, t•� Drawn By DW I Job No. Sheet S.3.2 Of 1 • BEAM PER PLAN SWENSON SAY FA(30: A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite leo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 File J Wo-06-08(tii) /Scale 1 3/4" = 1 '-0" JOISTS AND SHEATHING PER PLAN ITT SERIES HANGER Typical Flush Beam inn., 1 Typical Flush Beam \ Boxes \ One 8d @ 6"oc FULL DEPTH' BLOCKING (may be drilled for venting) FASCIA PER ARCH. SHEARWALL PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 - File 1 Wo-08-01 iscate 1 3/4" = 1`-0" RAFTER PER PLAN H1 EA. RAFTER HEADER/BEAM PER PLAN Title Exterior Bearing Wall \ Boxes ne PANE-L—EDGE-tiAltI N G OVER—ALL—Ha-DOWN STUDS S • ORM-PER—PM—VT/ EQUL—NUMBElfrf NAILS IN STUDS' A _ i • SCHE-9.UK-49.) 31/2 LSL RIM JOIST OR BEAM PER PLAN ,N-AIL=Itra=RM. LL SHEARWAL:L=SCHDULE SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION . 2124 Third Avenue - Suite ion - Seattle, WA 98121 ph: 206.443.6212 fax: 206.4434870 INVERTED ITT HANGER BLKG. BETWEEN JOISTS \s, JOISTS PER PLAN BEAM/HEADER PER PLAN (where occurs) REVIEWS FOR. CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila qUILDING DIVISiQ ilI WO M -06-10 O scat& 13/4" = 1'-0" Title Exterior Framing (w/ TJI) • Fe texes \ One NOTCH TO LET OUTRIGGER THRU FASCIA PER ARCH. 2x4 OUTRIGGER LAID FLAT @ 24"oc SHEARWALL PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 File IWo-08-02 A35 PER SHEARWALL SCHEDULE (5)8d INTO EA. BLOCK (2)16d THRU OUTRIGGER RAFTERS PER PLAN 2x BLOCKING @ 48"oc (2)16d TOENAILS THRU • EACH BLOCK HEADER/BEAM PER PLAN scar. 13/4" = 1'-0" rm. 1 Exterior Non-Bearing Wall APR Z3 2014 RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER . • • A 5 Boxes \ One 4- bJ (9 DANA • CG. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/fx (206) 367- 2665 m (425) 765- 1501 dcgwalkerl@comcast.net REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S 4 .gg STRUCTURAL DETAILS Phase/Date DD 1474. Revisions 14V-I Drawn By DW Job No. 11107 Sheet S.3.3 Of cl HANGER PER GENERAL NOTES RAFTERS AND SHEATHING PER PLAN SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 RIDGE BEAM PER PLAN File I Wo-08-04 /Scat& / 3/4" = 1' -0" Title I Ridge Beam }Boxes` One A35 (at exterior walls only) OMIT @ HEADERS < 6' -O" (6)16d TYP. DOUBLE TOP PLATE TYP. STUDS SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION BEAM OR HEADER PER PLAN WHERE OPENING IS LESS THAN 6' -0" PROVIDE (1) BEARING STUD U.O.N. Typical Header Support 2124 Third Avenue - Suite leo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 File I Wo- 09 -04a , Scale 13/4" = 1' -0" 1rtle I Typical Header Support Boxes l One heQYw(1.lt. VC 0.ayl. on Per . ?Ian Qosk Qtr O an S - ear wal,\ er ‘cu-) 0 a) DANA C.G. \VI2LKEK ,Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph /fx (206) 367- 2665 m (425) 765 -1501 dcgwalkerl @comcast.net (8)16d @ 4 "oc STAGGERED AT EACH SIDE OF SPLICE TOP CHORD SPLICE emmumummum mow _....... x.•....1111 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION `2124 Third Avenue -Suite loo - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 JFile I WO-09 -05 JScale 13/4' = 1' -0" BOTTOM CHORD SPLICE 16d © 12 "oc STAGGERED ELSEWHERE ■111111.111i��11���t•�E: ...... monnm...m 6' -0" min. BETWEEN SPLICES SPLICE TO OCCUR AT OF VERT. STUD TYP. REVIEWED FOR. CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION Typical Top Plate Splice Title I Typical.Tnp. Plate Splice APR n RECEIVED CITY OF TUKWILA JAN 1 8 2013 PERMIT CENTER Boxes` One REMODEL & ADDITION LYLE BRIDGE RESIDENCE 14032 35TH AVE S STRUCTURAL DETAILS Phase /Date DD la. 4. 1.2— ... . Revisions j,14? 13 Drawn By DW I 111071 job, No. Sheet Of °J SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) CUT ALTERNATE WIRES AT JOINT 1/8 x 11/2" PRE—MOWED CONT. MASTIC JOINT STRIP. (joint may be saw cut at contractors option) tfat Ai irMAI Ttr'cir 0:!'s ASOP !arOW Control Joint SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite Too - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 File I Co-02 -01 PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN SEE PLAN FOR SLAB THICKNESS AND REINFORCING (typ.) PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. SECOND POUR FIRST POUR BURKE `KEYKOLD" JOINT. STOP REINF. 1" CLEAR OF JOINT EACH SIDE ,, - . ,:. 09Tip w r:ti giW%"• "%�:• +'i' %i* Construction Joint PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN Typical Slab Joints (w.w.m.) Scale 13/4" = 1' -0" Title I Typical Slab Joints (w.w.m.) IBoxes Two d +'c! wr. impel G. -),d GC. t0) to) ;„e.44),. c a 4? 62)14* 0077 .Q. ,* EXT. BEARING WALL @ SLAB BELOW GRADE SCALE: 314" = 1' - 0" 2x OR LSL 16d NAILING PER SCHEDULE 16d NAILING PER SCHEDULE 2x NAILER • EDGE NAILING OVER EA. STUD 16d NAILING PER SCHEDULE Detail A Shearwall Schedule C ©000 , Mark Sheathing Panel Edge Nailing Top Plate Connection Base Plate Connection if TJI if 2x or LSE® at Wood at Concrete W6 15/32" COX PLYWOOD 8d 0 roc 16d 0 roc A35 0 24 "oc ® I6d 0 roc 5/8 110 A.B. 0 48'oc W4 15/32" COX PLYWOOD Bd 0 4 "oc. 16d 0 4'oc A35 016 "oc ® 16d 0 4"oc 5/8 "0 A.B. 0 32'oc W3 04 15/32" CDX PLYWOOD 8d 0 roc (2)raws 16d 0 roc A35 0 12 oc ® 16d 0 roc() 5/8 "0 A.B. 0 16"oc W2 O 15/32" COX PLYWOOD . 8d 0 2 "oc (2)rows 16d 0 41 /2 "oc A35 0 9 "oc ® (2)rows 16d 0 41 /2"oca 5/8 "4 A.B. 012"oc 2W3® 15/32" CDX.PLYWO. EA. SIDE 8d 0 roc EA. SIDE n/a A35 0 roc (2)rows 16d 0 roc 0 5/8`0 A.B. 0 16 oc 2W2 ®5 15/32' CDX PLYWD. EL SIDE 8d 0 roc EA. SIDE n/a HGA1O 0 roc (2)rows 16d 0 2'oc © ?Al A.B. 012 oc Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 1/2" max. to edge of washer Detail C SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206443.4870 O BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH Bd 0 12 "o.c. 7 8d NAILS SHALL BE 0.131'0 x 21/2' (common) — 16d NAILS SHALL BE 0.135'0 x 31/2' (box) 0 EMBED ANCHOR BOLTS AT LEAST 7'. EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3' x 3' x 1/a' PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2" OF THE EOGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. O 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. © 3x FOUNDATION SILL PLATES ARE REQUIRED FOR 2W3 AND 2W2. 3x STUDS ARE REQUIRED AT ABUTTING PANEL EDGES AND PANEL JOINTS SHALL BE OFFSET EACH SIDE OF WALL STAGGER NAILS AT ADJOINING PANEL EDGES. 3x STUD, MIN., REQUIRED AT END OF SHEARWALL O TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SINGLE —SIDED SHEARWALLS. ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. SEE PLANS AND HOEDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. OO ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. O 7 /le O.S.B. MAY BE SUBSINTED FOR 15/32' CDX. O LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. O A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. CD STAGGER NAILS IN ROW W/ 1/2" MIN. OFFSET. 0 MINIMUM OFFSET BETWEEN ROWS 11/2 ", AND MINIMUM RIM OR JOIST 31/2" WIDE.' Shearwall Schedule (Sheathed One & Two Sides) File Wo -09 -01 a ,Scale I 3/4" -_. 11-0" (Title I Shearwall Schedule - (Sheathed One & Two Sides) .2 x . L'o t3/ (i)/e.ce e64 .s+F° a S 2 u G c.z# 0 va-X ,e,,arg.,,Ail ~` ? aaiD[aE �x•5:i�J,f � ` F / 2- ,,,rc OVERFRAMING @ EXISTING ROOF SCALE: 314" = 1' - 0" • 0 4-) U cd Cip § 4 • . 0 F,1 r0 ('I C o CI ^ G G Ti ll c -. ' 4 2 v rh chi rA, Ere VD a DANA C.G. WALKER Associates Boxes Two REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 8 2013 City of Tukwila BUILDING DIVISION APR 23 2014 1� 1 18204 Ballinger Way NE Lake Forest Park, WA 9815 ph/fx (206) 367- 2 m (425) 765 -1501 dcgwalkerlecomcast.ne RECEIVED CITY OF TUKWILA JAN 1 g 2013 PERMIT CENTER REMODEL & ADDITION LYLE BRIDGE RESIDENCE STRUCTURAL DETAILS Phase /Date DD I.74.I7— Revisions ! . I67. ! 3 Drawn By DW [Job No. 11107 Sheet S.3.5 Of 111071 POWER & LIGHTING NOTES 1. ALL ELECTRICAL AND LIGHTING SHALL BE PER THE MOST CURRENT /GOVERNING EDITIONS OF ALL APPLICABLE CODES INCLUDING THE IRC, IBC, NEC, WSEC, IFC, AND ANY /ALL AMENDMENTS BY THE CITY OF TUKWILA, AND THE GENERAL NOTES ON A.O SHEETS. 2. THIS SET OF POWER/LIGHTING DOCUMENTS IS INTENDED TO PROVIDE THE BASIC DESIGN INTENT FOR POWER AND LIGHTING. THE ELECTRICAULIGHTING SYSTEMS ARE BIDDER DESIGN /DEFERRED SUBMITTAL ITEMS, AND THE SCOPE OF WORK SHALL INCLUDE ALL WORK REQUIRED TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS TO PROVIDE COMPLETE OPERABLE INSTALLATION. 3. THIS SET OF DRAWINGS DOES NOT INCLUDE OTHER ELECTRICAL, POWER AND LIGHTING SPECIALIZED DESIGNS AND /OR MANUFACTURED SYSTEMS INCLUDING BUT NOT LIMITED TO EMERGENCY, EXIT, ALARM, AND SECURITY SYSTEMS. THESE SYSTEMS ARE TO BE DESIGNED AND SUBMITTED PER THE BIDDER DESIGN /DEFERRED SUBMITTAL NOTES, A.O SHEETS. 4. PROVIDE GROUND FAULT INTERRUPTED CONVENIENCE OUTLETS AS REQUIRED BY THE 2009 N.E.C. RESET FOR ALL PROTECTED OUTLETS SHALL BE LOCATED IN THE SAME ROOM AS THE PROTECTED OUTLET. 5. ALL RECESSED LIGHTING FIXTURES SHALL BE IC RATED PER THE 2009 WASHINGTON STATE ENERGY CODE (WSEC), SEC. 502.4.4 6. THE KITCHEN SHALL HAVE INDIVIDUAL SEPARATE DEDICATED CIRCUITS AS FOLLOWS: 1) DISPOSAL (WHERE INCLUDED), 2) DISHWASHER 3) REFRIGERATOR, IN ADDITION TO THE SMALL APPLIANCE CIRCUITS. 7. ELECTRICIAN MAY SUBMIT ALTERNATE PANEL LOCATION FOR APPROVAL. 8. FOR LIGHTING SEE NOTE NO. 14, SEE 2009 WSEC COMPLIANCE NOTES ON SHEET A.0.3. 9. ALL EXHAUST FANS TO BE DIRECT VENTED TO THE OUT SIDE PER PLAN THROUGH WALLS OR ATTIC /ROOF. PROVIDE SMOKE ALARMS AND CARBON MONOXIDE ALARMS PER PLAN AS AS N M ICATED IN BUILDING CODE NOTES NO. 5a & NO. 5b, SHT. A.0.2. 'LEGEND 3 110 V DUPLEX RECEPTACLE gag 240 V SINGLE RECEPTACLE WATERPROOF RECEPTACLE SWITCH, SINGLE POLE •-Eta 3-WAY SWITCH 41t . 4-WAY SWITCH (�T TIMER ED MOTION DETECTOR PHOTOCEL }Q TELEPHONE JACK CABLE JACK 1�. THERMOSTAT DOORBELL DOORBELL CHIME EXTERIOR RATED FIXTURE TLI RECESSED LIGHT FIXTURE, SEE FIXTURE SCHEDULE SURFACE MOUNTED LIGHT FIXTURE, SEE FIXT, SCHEDULE WALL MOUNTEDLIGHT FIXTURE, SEE FIXTURE SCHEDULE WALL MOUNTED LIGHT FIXT. W/ PULL SWITCH, SEE FIXT. SCHED. HEAT LAMP SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE, SEE FIXTURE SCHEDULE DISPOSAL DANA L.G. WALKER Associates 18204 Ballinger Way NE Lake Forest Park, WA 98155 ph/& (206) 367- 2665 m (425) 765 -1501 d cgwa l kerl c+?comcast. net EXHAUST FAN, DIRECT VENT TO OUTSIDE WHOLE HOUSE FAN, DIRECT VENT TO OUTSIDE EXHAUST FAN WITH LAMP, DIRECT VENT TO OUTSIDE HEATER WATER HEATER PANEL BOARD, RECESSED CEILING MOUNTED PENDANT FIXTUR co CARBON MONOXIDE ALARM PRE-SET TYPE DIMMER/SWITCH OCCUPANCY SENSING SWITCH LIGHTING & ELECTRICAL FIXTURE SCHEDULE FIXTURE ILLUMINATION SYMBOL IINTIEXT TYPE jLOCATION IMANUF. JMODEL IFINISHITRIM DIFFUSER REMARKS DIMMABLE LAMP TYPE # LUMENS HIGH EFFICACY LAMP BUILDING INTERIOR WALL HUNG 1 INT. WALL SCONCE/SURFACE STAIRS & LANDING BROWNLEE 1560 BZ 'OLEO BBR BRONZE WHITE ACRYLIC VERIFY: DIMING BALLAST OPTION & REMOTE BATTERY BACKUP ADD YES; USE DIMMER LED 1 740 YES 10 W LED BOARD 2 INT WALUSURFACE BATH 2 SINK BROWNLEE 5025 BZ 25L ES4 BRONZE WHITE ACRYLIC ENERGY STAR HPF - T8 120 V ONLY NO LINEAR FLUOR. HPF 1 1780 YES 25W T8 ELEC HPF CEILING SURFACE 1 INT CEILING /SURFACE REC. ROOM SEA GULL: E.STAR 14600S -15 TRAVERSE LED WHITE (15) WHITE ACRYLIC LISTED FOR UL DAMP LOCATIONS DIMMER LED 1 750 YES LED 2 INT CEILING /SURFACE BEDROOM 3 SEA GULL: E.STAR 146008 -15 TRAVERSE LED WHITE (15) • • • • + , , YES LED 3 INT CEILING /SURFACE BEDROOM 3 SEA GULL: E.STAR 14607S -15 TRAVERSE LED WHITE (15) WHITE ACRYLIC LISTED FOR DAMP LOCATIONS 480 YES LED 4 INT UNDERCABINET SURFACE LIVING/KITCHEN JUNO USTL 1- 3K BZ; UK3STL3K BZ: SOLO TASK LED BRONZE FACE / BLACK BASE DIFFUSING LENS TRANSFORMER DIMMER SHALL BE APPROVED FOR JUNO TL602E • DAMP LOC. DIMMER LED 174 EA. YES LED CEILING SURFACE PiNDANT P -1 INT CEILING /SURFACE/ DROPPED PENDANT LIVING NORTH SEAGULL: AMBIANCE ANTIQUE BRONZE • • • • • BELOW) OPTIONAL • LAMPING • :DD 112606wv GU10 LED MR P -2 INT CEILING /SURFACE/ DROPPED PENDANT LIVING SEAGULL: AMBIANCE 94687 -71 ANTIQUE BRONZE • • • • • DIMMER 120v , , MR 16 6w P -3 INT REVERSIBLE DESTRATIFICATION CEILING FAN LIVING SEA GULL: E.STAR 1535 -72 -52" OLD IRON/CHERRY NA CONDUIT MOUNTED TO BOTTOM OF BEAM 3 SPEED & REVERSIBLE NA NA NA NA NA P -3 (ALT.) INT REVERSIBLE DESTRATIFICATION CEILING FAN LIVING BIG ASS FANS - E.STAR HAIKU- BAMBOO BLACK MOTOR & COCOA BAMBOO NA CONDUIT MOUNTED TO BOTTOM OF BEAM 7 SPEED & REVERSIBLE NA NA NA NA NA RECESSED CEILING 1 INT CEILING/RECESSED CAN FOR WET LOCATION BATH 2 HALO: E. STAR & AIR -TITE COMPLIANT H2750ICAT WHITE BAFFLE RL706830 LED MODULE INSTALL W/ PLUG IN 120V LLINE VOLTAGE CONNECTOR; SHOWER RATED YES; USE DIMMER LED 1 636 YES RL7 LED 2 INT CEILING/RECESSED CAN FOR WET LOCATION KITCHEN/LIVING SIDE KITCHEN HALO: E. STAR & AIR -TITE COMPLIANT H2750ICAT WHITE BAFFLE RI-706830 LED MODULE INSTALL W/ PLUG IN 120V LLINE VOLTAGE CONNECTOR; SHOWER RATED YES; USE DIMMER LED 1 636 YES RL7 LED 3 INT CEILING/RECESSED CAN BEDROOM 3, REC. ROOM/LOWER HAWLAUNDRY HALO: E. STAR & AIR -TITS COMPLIANT H2750ICAT WHITE METAL AP706830WBST24 ALL PRO LED MODULE INSTALL W/ PLUG IN 120V LLINE VOLTAGE CONNECTOR; SHOWER RATED YES; USE DIMMER LED 1 636 YES RL7 LED RECESSED EXHAUST FANS A INT EXHAUST FAN BATH 2 NUTONE LS80 WHI. POLYMERIC NA 80 CFM, 0.8 SONES HVI 2100 NO NA NA NA NA NA NA B INT EXHAUST FAN BATH 2 NUTONE LS80 WHI. POLYMERIC NA 80 CFM, 0.8 SONES HVI 2100 NO NA NA NA NA C INT WHOLE HOUSE EX. FAN/CEILING/RECESSED 'na LAUNDRY PANASONIC FV -08VQ2 STANDARD NA 24 HR TIMER: AUBE T1-033 NO NA NA NA NA NA . :,, =rz:s . r 4.,w- „< , a ,. spa ,� w • rx., w. ,.*. ,: =.ar -. _ . BUILDING EXTERIOR WALL HUNG_ 1 EXT WALUHORIZ/SURFACE NORTH SIDE PORCH, ELEC & MECH. BROWNLEE 1050 BZ 13W BRONZE WHITE ACRYLIC WET LOCATION • • • CONTROL NO CFL 1 890 YES 13 W CFL MAGNETIC 2 EXT WALLMORIZ/SURFACE EXT. CONC. PLANTER WALL INTENSE / VORTECH ILEDSIO LED MINI STEP LIGHT 316 SS FACE PLATE BLACKL POWDER COAT FIN. WHITE ACRYLIC WET LOCATION NO LED 1 YES 1.5 W LED 3 EXT WALUVERTICALISURFACE DECK TRELLIS INTENSE / VORTECH IVT506LED CYLINDER DOWN LIGHT ARCH. GRADE BRONZE TGIC POLY POWDER COAT NA WET LOCATION NO LED 1 YES 6W HIGH BRIGHTNESS LED 4 EXT WALUSURFACE ELEC & MECH BROWNLEE 1050 BZ 13W BRONZE WHITE ACRYLIC WET LOCATION • • • CONTROL NO CFL 1 890 YES 13 W CFL MAGNETIC CEILING SURFACE I1 EXT CEILING /SURFACE UNDER DECK BROWNLEE 7155 20LED DIM W BRONZE I WHITE ACRYLIC WET LOCATION LISTED; PHOTO CONTROL NO LED 2 1480 YES 20 W:10 W LED BOARDS CEILING SURFACE PENDANT . ' P -1 EXT CEILING /SURFACE/ DROPPED PENDANT DECK TRELLIS KILCHER: TAVISTOCK 498140Z- OUTDOOR PENDANT 1 LITE BRONZE SATIN ETCHED OPAL LISTED WET LOC.; VERIFY, IF SO USE DIMMER LED 1 450 YES • ret 17 -To -1 . . t NOTE: LIGHT FIXTURE MANUFACTURER, MODEL, AND FINISH ARE SHOWN ONLY TO SPECIFY FIXTURE TYPE, OPERATION, ILLUMINATION TYPE, AND EFFICACY. • OWNER MAY INSTALL COMPARABLE FIXTURE MANUFACTURERS AND FINISHES OF SIMILAR TYPE, ILLUMINATION, AND EFFICACY. APR 23 RECEIVED CITY OF TUKWILA fAN .j.,8 -2013 PERMIT CENTER ?BON, WIRED REMODEL & ADDITION LYLE BRIDGE RESIDENCE POWER & LIGHTING NOTES, LEGEND, SCHEDULE Phase /Date DD �•d-: �?�' Revisions Drawn By DW `Job No. Sheet E.2.0 ._ Of 3 111071 r Arttj CPII II 11111111111110111=11111111111il'___.. _._._ RE ROOM TAUM 1 IVY+ 41 044 Triiieirdel 4# 10/Akik, A 4Aig4Ifir oars w.,...., �,..�.., .� .,o.�., .�.. �, .dam.... Ne ra•r ------- - MEIMM===a1111.1/15====MMAIM, 14S PROPOSED SPACE HEATING SYSTEM: OPEN DIRECT GAS HYDRONIC INFLOOR : HIGH EFFICIENCY TANKLESS HW BASED SYSTEM - HWH: NORITZ EF = 0.92 (COMPLIES WITH WSEC CH. 9 OPTION 5b) DANA C.G. 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