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HomeMy WebLinkAboutPermit D16-0223 - RESILIENCE HOLDINGS - ADDITIONRESILIENCE HOLDINGS 4727 S 144T" ST D16-0223 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT 0040000505 Permit Number: 4727 S 144TH ST Issue Date: Permit Expires On: Project Name: RESILIENCE HOLDINGS D16-0223 10/7/2016 4/5/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CHMELA LARRIE+JACALYN 4727 S 144TH ST, TUKWILA, WA, 98168 JOHN EVERETT Phone: (206) 915-3095 MILLENNIAL BUILDERS LLC Phone: (206) 429-3884 6830 S 220TH ST, KENT, WA, 98032- 1963 MILLEBL896LP Expiration Date: 6/17/2017 6830 S 220TH ST , KENT, WA, 98032 PROPEL INSURANCE 1201 PACIFIC AVE, STE 1000 , TACOMA, WA, 98402 DESCRIPTION OF WORK: 520 SF ADDITION TO EXISTING HOME AND REMODEL GARAGE ENTRANCE Project Valuation: $66,238.40 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,288.57 Occupancy per IBC: R-3 Water District: 125 Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 1 Permit Center Authorized Signature: Avimi Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the onditions attached to this permit. Signature: Print Name: Date: (C3/7//4 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4 -inches shall be maintained above the controls with the strapping. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 16: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 17: ***PUBLIC WORKS PERMIT CONDITIONS*** 18: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 19: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 21: 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. 22: Prior to Public Works Final, provide storm drainage as -built plan, storm drainage maintenance plan and responsibility for maintenance assigned for stormwater treatment and flow control BMPs/Facilities. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5210 EROSION MEASURES FNL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING LATH & GYPSUM 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. ti (o-'01 Project No. Date Application Accepted: 61 Date Application Expires: (For office use oil) 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: 4727 S. 144th St Tenant Name: unoccupied k4i l `a PROPERTY OWNER Name: John Everett Name: Resilience Holdings, LLC Address: 6830 S. 220th St Address: 6830 S. 220th St City: Kent State: WA City: Kent State: WA Zip: 98032 CONTACT PERSON — person receiving all project communication Name: John Everett Address: 6830 S. 220th St Address: 6830 S. 220th St Phone: (206) 915-3095 Fax: City: Kent State: WA Zip: 98032 Phone: (206) 915-3095 Fax: City: Tacoma State: WA Email: john@millennialbuilders.com Phone: (253) 284-3170 Fax: GENERAL CONTRACTOR INFORMATION Company Name: Millennial Builders, LLC Address: 6830 S. 220th St City: Kent State: WA Zip: 98032 Phone: (206) 915-3095 Fax: Contr Reg No.: CCMILLEBL896LP Exp Date: 06/17/2017 Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Fermit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 0040000505 Suite Number: Floor: New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Name: Propel Insurance Company Name: Level Design, LLC City: Tacoma State: WA Zip: 98402 Architect Name: Sam Saroeun Address: 611 S Yakima Ave City: Tacoma State: WA Zip: 98405 Phone: (253) 284-3170 Fax: Email: sam@leveldesignnw.com ENGINEER OF RECORD Name: Propel Insurance Company Name: Precise Engineering Inc City: Tacoma State: WA Zip: 98402 Engineer Name: Harold D. Hahnenkratt Address: 1011 Mellen St. City: Centralia State: WA Zip: 98531 Phone: (360) 736-1137 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Propel Insurance Address: 1201 Pacific Ave, Suite 1000 City: Tacoma State: WA Zip: 98402 Page 1 of4 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): $ 20,800 Existing Building Valuation: $ 144,000 Describe the scope of work (please provide detailed information): 520 sf addition to existing home and remodeled garage entrance Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 2,582 *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: Compact: Handicap: Will there be a change in use? El Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm tj None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Vj No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Materia! Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:.Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 1,238 85 520 2nd Floor 742 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 684 Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 2,582 *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: Compact: Handicap: Will there be a change in use? El Yes Q No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm tj None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Vj No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Materia! Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:.Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF JKMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0 ...Valley View I=1.. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities 0 .. Curb Cut ❑ ...Frontage Improvements 0 .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention Fire Protection Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Pennanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Stale Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit 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 1 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 O THORIZED AGENT: Signature: Date: 08/03/2017 Print Name: Todd McKittrick Day Telephone: (206) 571-8080 Mailing Address: 6830 S. 220th St Kent WA 98032 City State Zip H:WpplicationsWorms-Applications On Line\201 I ApplicationsWermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees (21ESIL[C,Jce. Nocb)rJGs PROJECT NAME SFR - ✓a U J ; + ; o n PERMIT # – o z z.3 i� 4--a- s, 14411' Sr ) 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 $250 (1) Erosion prevention 3 b o Water/Sew urface Wat 1 Soo Road/Parking/Access A. Total Improvements /' 00 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 _ cubic yards Enter total fill volume — cubic yards $ 4-S' Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 29 S 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 01/15/16 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 7. Pavement Mitigation Fee $ 4r $ 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 Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1S` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for ist 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 zs $ (6) (7) (8) (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ — (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 4-7 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) i stallation Cascade Water Alliance RCFC 01.01.2016-12.31.2016 Total Fee /! 0.75 $625 $6005 — $6630 1 $1125 $15,01' $16,137.50 1.5 $2425 I- i 025 $32,450 2 $2825 $48,04 i $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 �, $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01/15/16 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,546.11 D16-0223 Address: 4727 S 144TH ST Apn: 0040000505 $1,546.11 DEVELOPMENT $1,146.75 PERMIT FEE R000.322.100.00.00 0.00 $1,142.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $340.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $45.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $45.00 TECHNOLOGY FEE $59.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9588 R000.322.900.04.00 0.00 $59.36 $1,546.11 Date Paid: Friday, October 07, 2016 Paid By: RESILIENCE HOLDINGS Pay Method: CHECK 7025 Printed: Friday, October 07, 2016 12:12 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT 1 QUANTITY I PAID PermitTRAK $742.46 D16-0223 Address: 4727 S 144TH ST Apn: 0040000505 $742.46 DEVELOPMENT $742.46 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R9127 R000.345.830.00.00 0.00 $742.46 $742.46 Date Paid: Thursday, August 04, 2016 Paid By: RESILIENCE HOLDINGS Pay Method: CHECK 5001 Printed: Thursday, August 04, 2016 3:45 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di&-- o n 3 Pr ect: gait) c /107,1),,Aia' Typ., of Inspection: b L b L.t?;lit. Address: %h1 Date Called: a 7z7 C /IN 5i- Special Instructions: Date Wanted: %Cf %% 6:--Me— p.m. p.m Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: AD A, Date: /4 / 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. <N‘AN INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DX -003 Pro' t: gasit,ciaac )k bAJ Type of Inspection: R u 1 c.o.ice& 'A/4, Address: 417275il.14i114 Date Called: Special Instructions: Date Wante Requester Phone No: E1Approved per applicable codes. Corrections required prior to approval. COMMENTS: cK APs GN' 5- si or ,iedrp 7o 6w 4-VdN RjS4' w<771-rW`` Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D114 -o223 Project: uzWC ISL-DtnGS Type of Inspection: 13011 -DING- !='1 iIF-1-- Address: 1727 S. I 1-14114 S. Date Called: Special Instructions: Date Wanted: 9 -11-) 7 Cairn p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /049- ACAVY' Inspector: Date: w'/ 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj Tyeeof Inspection: / Address: 4172-7 S Mil"'"--- Date Called: Special Instructions: Date Wan,e/k„, 1 7 p.m. Requester. Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector:Aeirti Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO INSPECTION RECORD Retain a copy with permit N& ©Zz3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: MiL/e%11a- /7'l'. 14�� Typeof Inspection: NC AZ/MV Address: Date Called: 4 72 S /110 71 Sr - Special Instructions: Date Wanted 6 7 C.zi rte►, Requester Phone No: I•� Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: 1 REINSPECTION FEE REQUIRED. Prior to next inspetrtion. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b' -ozz Pro'ect: " lUt6C )/is T e of In pection: IF et -W '6- ),ilz'... Address: 21721 .SAO P'r Date C led: Special Instructions: Date Wanted:, 5'76//% `gym. Requester: Phone No: Approved per applicable codes. t_J Corrections required prior to approval. COMMENTS: 6K C,z fC-Ai & IAV slY1-,11-1, IiN A --h 1 Ti oil Inspector: 7.‘ Date: a'Z(g-IT REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Pr ect: VecoL16ke / Dc r& Type of Inspection: Q/,A . /AAVIllergelAJ Address: 11727S ,%141 's Date Called: Special Instructions: Date Want d: 267 , Com-'' Request r: Phone No: nApproved per applicable codes. Corrections required prior to approval. COMMENTS: OcrfAtOk Inspector: Date: .5-0(0`%% REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 d Z2-3 Proj t: /' 1 CSiLJtJ C' /* VA Typespection: 4:64/11 iAZ- Address: Date Called: Special Instructions: • Date Wanted:m. t / 7 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: S'23`) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 1)6-©zz3 (206) 431-3670 Pr ct: eS/CM-Axe' / b!AJ&.S Type o pection: .�- wil Aity" J Address: 117Z7 S 144 774 Sr" Date Called: 2) Special Instructions: Date Wante . LI 2,gI ? p.mm.. Requeste Phone No: ❑ Approved per applicable codes. giCorrections required prior to approval. COMMENTS: J -r'lYyd-- /141.-2.57-- Bit- /62 og- /r /N. 2) .4) 4.o -I Cc,v PL,%? ne. iii Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:S ro t esF 1.) e, t6 J7e,bi,or s Type of pection: Fie -4-70 ) rCr- I tift=AF `ft I t -S1 DE>t ilr5 (2 rn►s5IN Address: 472.7 S P/4/774 Cer_ Date Called: ecaixixR CP Cor §1' X 7 f?'c bin -i-- Special Instructions: Date Wante CK Requester. Phone No: ElApproved per applicable codes. viCorrections required prior to approval. COMMENTS: 13.1/1 I tift=AF `ft I t -S1 DE>t ilr5 (2 rn►s5IN JV W i tL & I w z/""' t -t ,f .0‘i :2) i NSi 'LL �C-D p-0wimi C i N,e, ecaixixR CP Cor §1' X 7 f?'c bin -i-- C'1,,r blues -s kAgigrEgk P P L. S/Oj Inspector: Date: ?-/.1-/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Dile-P223 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: R6�S/C T/W ' /5e //l'6 Type of�Insp cu r `4TH 4 TAu //%1-s 23,E -Co- /00,05- Address: 4/727 / Yilrn 5r7 Date Called: Zp Special Instructions: Date Wanted:a.m. ."d�2.�y� /"7 P.m. Requester: )0-CR/dA 1i,4-lam/e a>str f% zf niergs Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: % 4 TAu //%1-s 23,E -Co- /00,05- fia i ' Rg ionv< Zp AZ -1- /7 V f 'S /wed gieleig 117-WA6L44, aA100 30 ALL- 77Z01147 /v1€40 BRA -C40 4-7- Poe -9-/' le )0-CR/dA 1i,4-lam/e a>str f% zf niergs /beep S PPN6- c I 55 Tap PLP -7S' Ex7-4R/6R t,J/NONA pat �}, AgRS tz4t0 5-141-6911‘16- �iea r►tI 1 -1 -eft -p 3-705 6, /1- „Seek -give . 19.6K/Pi /140 57 .aii: ®w/ ssr /--6/e P.048/NG�--sm -1 /0, Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ect: SiIdeAl 9 Atti"1-6-_s Type of Inspection: 14, L Si 77411-/514 -2 Address: 4/727 5 /IN 774 S'r Date Called: Instructions: Date Wante : l 1 `7 17 l 17/7 P.m.Special p.m. Requeste : Phone No: Approved per applicable codes. E Corrections required prior to approval. CQMMENTS: Inspector: A Date: 1/1/....), REINSPECTION FEE REQUIRED. Prior to next inspection. free must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ' t: 60 1,► )i2 Type of Inspection: c� w r A dress: 72-7 S /41'4 17 -/ST_ Date Called: Special Instructions: Date Wanted: / /3�/7 a.m. .. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:Ato 41.1.1 Date: 1U3t7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D/6 - o Z23 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr t: ES /Li*Di 1Typpoqf Je-S Inspection g6OF 41i'>Af� Address: Q727 5 /1/4/774 51 - ,�'1 Date Called: Special Instructions: Date Wanta.m. ) 0 7 p.m. Request r: Phone No: Approved per applicable codes. L3 Corrections required prior to approval. COMMENTS: Inspector: 43", '7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' t: SIL) c-wce- ,f �O.C,�iAT6 Ty of Inspection: n4F �l�iiinMf - Address: 11727 SiiiiinJ sr- Date Called: Special Instructions: , Date Wanted: a.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: i) Parr' .7 , dic, somc.8.15-AsivirmA7 Inspector: 7 Awk Date: 1 A7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 bib - ©203 Proteft: fes i 1)CAZ o w.J6j Type of Inspection: Lbubafrz Fi t1 A. - Address: 027 S ii./4T1I sr Date Called: Special Instructions: r Date Wantedi �6 12� a.m. Requester: Phone No: 0415g i,J2,- ,✓ -d e-$ io� Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 6a�cer'r / eti - f� b r �y �■ 1� 11/� w / 1r— e����`v li,L- X10 lr$ w .i �_I/vi) 0415g i,J2,- ,✓ -d e-$ io� 4 774 iVA 1-tt )-261,11 for Inspector: Al) Date:/ Z/% REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �t� v oi23 Prp ct: 1'1 i L% &fee. 1-kebiilerS Type of Inspection: tit A L" �LC/U gefi''9/ Address: 4727 S )01.14 Sr— Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: eitek-ixe-a-690Pot (?rAer tS 16071-" r&00-1 - ftp 1 LL, Inspector:"fp6/1)Ai Date: / 13`6://67 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ti(e -o 23 Pr ct: Vali) 6-1(6. 401 D1n1&S Vis Type of Inspection: VA/bean-COW )1Z /A. Address: q72:7 S fig/ 774 Si— Date Called: Special Instructions: Date Wanted• I / 2g)/ a.m. Cal..4..n.` Requester Phone No: Approved per applicable codes. ,Corrections required prior to approval. COMMENTS: titlbetriCt.oVe gitio etelr Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP " ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 16 -0223 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Pro'ect: rzeciLievec kiciwiler.s Type spection: Ainir6.- Address: 4727 S iIN 774 ST— Date Called: Special Instructions: Date Want d: /e ?///6 Requester: Th» Phone No: 206- c7 /- l`o-o CX1Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date:/0/.?/// REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Level Design, LLC 611 S YAKIMA AVE Tacoma, WA 98405 253.284.3170 Date: 8/25/2016 Attention: RE: Dear Allen Johannessen Allen Johannessen Permit Specialist City of Tukwila Department of Community Development 144th St Remodel Correction Letter #1 Development Permit Application Number D16-0223 Resilience Holding — 4727 S 144th ST Building Department — Allen Johannessen 1. By others (Civil) 2. Elevations sheet renamed to North, South, East, and West. Added dimensions and callouts for new and existing areas for clarity on sheets 5 and 6. 3. Added an attic access in the new addition junior suite bedroom closet. Also shown on the roof plan. See sheet 3 proposed floor plan and sheet S3. 4. Revised sheet 3 main floor plan. Added smoke and carbon monoxide detector. One in junior suite a outside of bedroom. 5. Updated all references to 2012 to 2015 on the engineering sheets 3 and architectural sheets Also all engineering sheets are all stamped and dated per request. 6. The existing garage door will be pouring a new footing and stem wall. See detail 74. 7. The existing garage slab shall be demolished and replaced with new concrete slab and sloped 3/16" /ft. towards the new garage door. See sheet S1. If you have any questions please give me a call at 253-284-3170. Thank you for your time. Sincerely, Sam Saroeun Project Manager Level Design LLC E: sam@leveldesignnw.com RECEIVED CITY OF TUKWILA SEP . 2 2016 PERMIT CENTER aORRECTfN LTR# l 1)(v 0e1/2 August 12, 2016 City of Tukwila Department of Community Development JOHN EVERETT 6830 S 220TH ST KENT, WA 98032 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0223 RESILIENCE HOLDINGS - 4727 S 144TH ST Dear JOHN EVERETT, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a site plan showing all set back dimensions, show driveway and other site elements or existing structures. 2. Provide elevation sheets labeling elevations as North, South, East and West. Provide dimensions for elevations at new addition and clarify new to existing. 3. Show location of attic access to new addition. 4. Show smoke and C.O. alarms outside of the bedroom and smoke alarm inside the bedroom. 5. Engineers general notes refer to 2012 building codes. Also front sheet refers to 2012 energy code Table402.1.1. Revise notes and any other references to show compliance with 2015 codes. Also one engineer sheet was not stamped and signed. All sheets by the licensed design professional shall be stamped signed with expiration date. See General Note above. 6. I could not find any detail indicating the proposed method for filling in around the existing garage doors particularly at the foundation and mud sill. Provide details or some clarity as to how the base of the wall shall be constructed and if the concrete foundation shall extend to the top of the existing foundation walls each side of the door openings. Also specify or provide a detail for the removal of the other portions of the wall for new garage door openings and how the transition shall occur at the concrete. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7. Since the garage doors a<c to be relocated to the other side of the building IC is assumed the existing garage floor sloped to the existing door openings. Therefore the floor would not slope toward the new openings. Code requires the area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. Please provide a method for the garage floor to meet this code requirement. (IRC R309.1) Note: This permit plan review may not be complete as revised plans may require further corrections. PLANNING DEPARTMENT: Laura Benjamin at (206)433-7166 if you have questions regarding these comments. • 1. Provide a site plan showing the location of the proposed addition on the site. The addition will need to meet setbacks for the LDR zone, as listed in TMC 18.10.060. The minimum front setback is 20 feet, side setback is 5 feet, and rear setback is 10 feet. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Provide a Civil site plan showing roof drain discharge location and type (dispersion, infiltration, etc.). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3672. Sincerely, Brenda Holt Permit Coordinator File No. D16-0223 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0223 DATE: 09/06/16 PROJECT NAME: RESILIENCE HOLDINGS SITE ADDRESS: 4727 S 144TH ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Amc Building Division AWC. C1144 ca Public Works 17.1 Fire Prevention Structural Planning ADivision T12 ❑ Permit Coordinator Fl PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 09/06/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 10/04/16 Approved with Conditions Denied (ie: Zoning Issues) s- c S I oo REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: w1sizm3 rERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0223 DATE: 08/05/16 PROJECT NAME: RESILIENCE HOLDINGS SITE ADDRESS: 4727 S 144TH ST X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: poi tow 0-l', But ing Division tRM toff 6-(6 Public Works 1:111J �m Mit/ 0'4"kt GO toff $ -4.1D Planning Division likg Fire Prevention Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 08/09/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/06/16 Approved Corrections Required ❑ Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: e " Departments issued corrections: Bldg Fire 0 Ping V PW Staff Initials: 12/111/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Alf Plan Check/Permit Number: ate-o2v3 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 111 Deferred Submittal # Project Name: e5/% t "l C `ems Idit 493 Project Address: 1/771 S • 10y11 ST Contact Person Summary of Revision: RECEIVED CITY OF TUKWILA SEP 0 2 2016 PERMIT CENTER Phone Nu III I L S 1 T� pt krJ 474 % C -Sc PL -4-11 mber: --9/rc- arm ?i�2 l �uer7— ( t , c Z� ‹e" A -m - -4-( j Spost-Ise- Sheet Number(s): SWC' ,lhP eHg - SSS Ci, C Z .9, A(bW "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 0?/Q4� W:\Permit Center \Templates\Forms\Rcvision Submittal Form.doc Revised: August 2015 MILLENIAL BUILDERS LLC Borne Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index Ilelp Mr L&1 Workplace Rights Trades & Licensing MILLENIAL BUILDERS LLC Owner or tradesperson Principals MCKITTRICK, TODD MICHAEL, PARTNER/MEMBER Doing business as MILLENIAL BUILDERS LLC WA UBI No. 603 118 745 6830 S. 220th Street KENT, WA 98032 206-429-3884 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MILLEBL896LP Effective — expiration 06117/2011— 06/17/2017 Bond Wesco Insurance Co Bond account no. 46WB027558 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 06/10/2013 06/06/2013 Expiration date Until Canceled Bond history Insurance Developers Surety & Indem Co Policy no. BIS0002167802 $1,000,000.00 Received by L&I Effective date 03/23/2016 03/27/2016 Expiration date 03/27/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603118745&LIC=MILLEBL896LP&SAW= 9/15/2016 SPHALT CLEAN -OU ., t -I BASIN � I by '.MP(t,\!`v'') ti i.J C5) PJ c'J C0')k. 0 SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. N 0 LAWN I SS WA SS. 1 1•. a/ C;,) COORDINATE SEWER, WATER AND DRY UTILITY CONNECTIONS W/SHORT PLAT IMPROVEMENTS fAX 1.(111 00 4" PVC DOWNSPOUT DRAIN © 2% MIN. CONNECT NORTH HALF OF ROOF TO LOT DRAIN, DOWNSTREAM OF DRYWELL FUTURE LOT LINE PER APPROVED PRELIMINARY SHORT PLAT L16-0030 9.53 CHIMNEY Cf) C) 5' SIDE BSBL, TYP U) • \ LAWN 1 1 WAVE 20' FR 04, BSBL SS /fi.7////! //// %. (5) FIRE HYDRANT TYPE / CATCH BASIN RIM= 252. 35 18=2>0.40 8" CUP (N) 18= 248.8 7 18" CUP (E,l) LOT 3, TUKWILA SHORT PLAT L.01-04 ' TAX LOT 0040000510 tO !" 't / Vit S„TPLAT L01-- 046 TAX LCT. 0040000511 PROPOSED ACCESS & UTILITY IMPROVEMENTS PENDING UNDER SHORT PLAT L16-0030 Min TYPE 1 CB RIM = 269.25 IE = 266.75 COORDINATE W/SHORT PLAT IMPROVEMENTS i PROVIDE SWALE OR CURB TO DIRECT RUNOFF TO CB EXISTING BUILDING HOUSE #4727 j I / CONNECT DOWNSPOUTS FROM SOUTH HALF OF ROOF TO DRYWELL./ 4" PVC © 2% CONCRETE WALL \ TAX LOT 0040000575 \ LAWN PAREN T PARCEL TAX LOT 0040000505 I \ 45`62' I `II I \ \ \I \ \/ JI BRUSH LIN / ,-{- \ / \ �` I` f. 141/ PROPOSED ADDITION. SEE PLANS By LEVEL DESIGN \ 10' REAR BSBL 61.86' \ PAVED DRIVEWAY 4" PV\ DRYWELL OVERFLOW 1AX LOT 00400005701 20 GRAPHIC SCALE 0 10 20 40 rn 48TH PL S 11'x20'x3'DEEP DRYWELL „) c0 LOT 1, TUKWILA SHORT PLAT L01--046 TAX LOT 0040000512 GARDEN SHED TO REMAIN TAX LOT 0040000566 80 X: \PROJECTS\2016 PROJECTS\16459 MILLENNIAL TUKWILA\16459 C3D\LOT4 HOUSE.DWG ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) i ----REVISIONS No chancres shall be made to the scope of work without prior approval of Tukwila Building. Division_ NOTE: F v s on3 Mil require a new plan submittal and may include additional plan review fees. 1 SEPARATE PERMIT REQUIRED FOR: •Mechanical Electrical 126)oribing Gas Piping City of Tukwila BUILDING DIVISION LECO Y Permit .' 1 (' 02-2-3 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Rept of approved Fiold Copy and 1'nditions is acknowledged: By: Date: City cif Tukwila BUILDING DIVISION STORM DRAINAGE BMP SIZING NOTE: THIS LOT IS PART OF A PENDING SHORT PLAT (16-0001) WHICH RECEIVED PRELIMINARY APPROVAL ON JULY. IN LIEU OF A WRITTEN ASSESSMENT FOR THIS INDIVIDUAL LOT, REFER TO THE TIR FOR THE REFERENCED SHORT PLAT FOR MORE INFORMATION CONCERNING SITE INFORMATION, BMP SELECTION, TESC MEASURES, ETC. FUTURE LOT SIZE: REQUIRED MITIGATION: SANDY LOAM SOIL: VOL REQ'D: PROVIDE: VOL PROVIDED: 16,939 SF 10% SITE/LOT AREA = 1,694 380 CF/1,000 SF (DRYWELL VOLUME) 1.69x380 CF = 642 CF 11'x20'x3'DEEP DRYWELL 660 CF DOWNSPOUT YARD DRAIN 18" LCPE PIPE W/18" CAST IRON GRATE. LENGTH AS REQ'D. 15' MIN 5' TO SLAB ON GRADE 1/4" GALV MESH SCREEN ON 90' BEND. SECURE W/SS HOSE CLAMP. GROUT PIPE PENETRATIONS. SET YARD DRAIN IN 4" CONCRETE BASE VICINITY MAP NTS CONTACT INFORMATION APPLICANT: ENGINEER/SURVEYOR: RESILIENCE HOLDINGS, LLC 6830 S 220TH ST KENT, WA 98032 CONTACT: JOHN EVERETT 206-915-3095 DUNCANSON COMPANY, INC 145 SW 155TH ST, #102 SEATTLE, WA 98166 CONTACT: HAROLD DUNCANSON 206-244-4141 SITE INFORMATION SITE LOCATION: PARCEL NUMBER: SITE AREA: FUTURE SITE AREA: ALLOWABLE BLDG COVERAGE: PROPOSED BLDG COVERAGE: ZONING: CUT FILL 4727 S 144TH ST TUKWILA, WA 98168 0040000505 39,186 SF 0.90 AC) 16,939 SF (AFTER SHORT PLAT) (16,939 - 6,500)(0.00125) = 13% 35% - 13% = 22% 0.22x16,939 SF = 3,727 SF 2,614 SF (HOUSE W/ADDITION + SHED) LDR 20 CY 85 CY LEGAL DESCRIPTION LOT 5, BLOCK 4, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON LINE SIDES AND TOP OF HOLE W/NON WOVEN DRAINAGE FABRIC-MIRAFI 140 NS OR EQ NATIVE FILL W/TOPSOIL MARK EACH CORNER OF DRYWELL W/2' STICK OF #4 REBAR. SET TOP APPROX 3" BELOW FINISH GRADE SET OVERFLOW PIPE AT CROWN OF INLET PIPE 1' MIN COVER 18" DEPTH "D" PER PLAN LENGTH "L" PEPLAN 4" SDR35 PVC TIGHTLINE 3/4x1.5" WASHED DRAIN GRAVEL APPROVED SEP 092016 City of Tukwila PUBLIC Works TIGHTLINE OUTSIDE OF DRYWELL TO GRAVITY OVERFLOW LINE 4" PVC PERF PIPE SET LEVEL. EXTENT TO W/IN 1' OF DRYWELL EDGE & CAP. PROVIDE TEE AND MULTIPLE DISTRIBUTION PIPES IF SPECIFIED IN PLAN VIEW LIMITED INFILTRATION DRYWELL NTS 01.1114 REVIEWED FOR :CODE COMPLIANCE APPROVG SEP 13 2016 'J of Tukwila .BUILDING DIVISION RECEIVED SEP 0 7 2016 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA SEP !' 2 2016 PERMIT CENTER Ct3RFtEOO LTR# m1111111 11111:: . v1 si DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 Z 0 W C) 0 03 O N Q M Z W C DESCRIPTION 1- 0 DRAWN: 0 CC CC HMD DCI NO: 16459 DATE: 8/28/16 C1 1 OF 2 SHEETS SPHALT 0, •.v if) i$ i 13 0 CLEAN-OUT k_1 11(.:`,MP I�_�;' If 1'(E,W) CONCRETE WALL • USE TAX L01 004000051 CHIMNEY 1,3 tx� n \ \ EX PAVED DRIVEWAY FOR CONSTRUCTION ACCESS \ LAWN \\ a. _j I La I YJ.�E , TYPF �_ CAT /F::-:.250.40 8' 1E= 248.85 18 LOT 3, I Si-/0T'T PLA TAX 00't00( LOT 2, } SHO1?T PL.A TAX 004001 PROVIDE 5'x10'x1'D SUMP AREA FOR CONCRETE WASHOUT 1 t CB INLET PROTECTION, TYP 3 r / / 2 T/77? , r/ EXISTING BUILDING HOUSE #4727 //2/1/z1„(/ STEPS �._ - GAS/METER PARENT PARCEL. TAX LOT \ 0040000505 CLEARING LIMITS, TYP FIELD COORD STOCKPILE LOCATION. COVER AS REQ'D \ BRUSH LINE (AX LOT 00400005 75 20 J TAX LOT 0040000570/ GRAPHIC SCALE 0 10 20 40 80 ( IN FEET ) 1" = 20' (22x34) 1" = 40' (11X17) X: \PROJECTS\2016 PROJECTS\16459 MILLENNIAL TUKWILA\16459 C3D\LOT4 HOUSE.DWG SILT FENCE, TYP ccs (0 LOT 1, TUKI4'lLA SHORT PLAT 1_.01-.046 TAX L.O.L. 0040000512 TAX LOT 0040000566 SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. 2' MIN 12" MIN FILTER FABRIC MATERIAL (60" WIDE ROLLS) OVER 2"x2"x14 GA WIRE MESH. USE STAPLES OR RINGS TO ATTACH FABRIC TO WIRE .11 BURY BOTTOM OF FENCE IN 4"x4" TRENCH 6' MAX. SPACING 8' W/STEEL POSTS N_2 x4 STANDARD OR BETTER (NARROW SIDE TO FENCE) OR STEEL FENCE POSTS ELEVATION FINISHED GROUND SURFACE 'ii_ -1i, PROVIDE 3/4" — 1)/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF ORANGE FILTER FENCE ON THE SURFACE. SECTION " MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. FILTER FABRIC FENCE GRATE KCSWDM FIGURE D.3.3.A DEPT. OF ECOLOGY — BMP C233 NOT TO SCALE RETRIEVAL,, SYSTEM GEOTEXTILE OVERFLOW BYPASS CATCH BASIN PROTECTION MAINTENANCE 1. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 2. SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVE. 3. THE BGID SHALL HAVE A BUILT—IN HIGH—FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL. CATCH BASIN PROTECTION KCSWDM FIGURE D.3.5.F DEPT. OF ECOLOGY — BMP C220 NOT TO SCALE GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT—RELATED WORK. DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS B-4 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS—OF—WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. c. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. d. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. e. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. APPROVED SEP 09 2.016 City of Tukwila PUBLIC Works REVIEWED FOR •OPE. COMPLIANCE' 'AOPROVEU SEP 1 3 2016 • City of Tukwila BUILDING DIVISION! RECEIVED CITY OF TUKWILA SEP e 2016 PERMIT CENTER Know what's below. 48 urs you dig. DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 >- m CO CO 0 = DO O 0) N Q CO O Z coo W (Co Se 1 DESCRIPTION 1- 0 z z J I— 0 W DRAWN: HMD DCI NO: 16459 DATE: 8/28/16 C2 2 OF 2 SHEETS G RAI 0 5 BUILDING CODE: 2015 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL. JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WIND LOAD = 85 MPH WiND SPEED, EXPOSURE "B" WIND LOAD = 110 MPH WIND SPEED, EXPOSURE "B" PER IBC SOiL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 DESIGN CRITERIA: TABLE R301.2(1) GROUND SNOW LOAD WIND SPEED (mph) SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROMWINTER DESIGN TEMP. ICE SHIELD UNDER- LAYMENt REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP WEATHERING FROST LINE DEPTH TERMIITE DECAY 30 85 DI/D2 MOD 18 SLIGHT- MODJURISDICTION SLIGHT 11 NO LER LOCAL CTIOI` 50 50 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. IT 15 TI -4E CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND/OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. DEFERRED SUBMITTAL ITEMS THE FOLLOWING 15 A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I-JOIST/BEAM MANUFACTURER PLANS. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS 4 SPECIFICATIONS (IF REQUIRED) SI WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN 15 BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR IS" (MINIMUM) BELOW FINISHED GRADE. ALL. FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH I/4"x3"x3" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT -0" O.C. U.N.O. WITH MIN. 1" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SiMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS CARP \TRS GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R1023.5 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN TI -4E FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL 13E COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), 8d BOX (0.113° DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3° LONG) I0d SOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), I6d SINKER (0.145 DIA, 3-1/4" LONG) 5d COOLER (0.055' DIA., 1-5/8' LONG ), 6d COOLER (0.092° DIA., 1-1/5' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X5. OR LARGER HF 02 - Fb=850 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi HF 02 - Fb=850 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi BEAM DF -L 02 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000psi DF -L 02 - Fb=815 psi, Fv=110 psi, Fc=600 psi, E=1300000psi 4X (oX OR LARGER STUDS HF 02 - Fb=850 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi DF 02 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E.1600000psi 2X4 2X57 OR LARGER POSTS HF 02 - Fb=515 psi, Fv=140 psi, Fc=515 psi, E=1100000psi HF 02 - Fb=515 psi, Fv=140 psi, Fc=515 psi, E=1100000psi DF -L °I - Fb=1200 psi, Fv=110 psi, Fc=1000 psi, E=I600000psi 4X4 4X(2 OR LARGER (2X(2 OR LARGER GLUED -LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -v8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 155 PSI, Fc = 050 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH TI -4E LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS "PSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 P5I, Fv = 290 P51, Fc = 150 PSI (PERPENDICULAR), E = 2,000,000 PSI. BEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,(200 P51, Fv = 285 P5I, Fc = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 1,100 PSI, Fv = 400 P6I, Fc = 6280 PSI (PERPENDICULAR), E = 1,300,000 P6I. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. WiNDOW INSTALL-ATiON IUINDOWS SHALL BE INSTALLED AND FINISHED iN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARP C0\ D) PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/15' SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL SE 8d COMMON a 5' O.C. PANEL EDGES AND 12° O.C. IN FIELD U.N.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/15 FOR ROOF. FLOOR SHEATHING SHALL SE 3/4' T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6' O.C. e, PANEL EDGES AND 12' O.G. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. 10\ \D M015 UR FRO CI i0\ GENERAL MAINTAIN 1" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6," ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEI-IIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNPAGED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH A5 VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: I. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC 8302.1.10.3, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRiPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 5 MIL (0.005") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN I -1/S" (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DOO NOT REQUIRE ADDITIONAL FLASHING± JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT TI -4E INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTiNG WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. \IDA �\ J4 RF 00 1\ D4MF 00 G DAMPROOF ING EXCEPT WHERE REQUIRED BY SEC. 84062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LASS THAN g' PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. BITUMINOUS COATING 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. ' COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 851 4. ANY MATERIAL APPROVED FOR WATERPFOORING IN SEC. 8405.2 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. F0U\D4I 10\ W4 RF 00 \G 4 D4MFR00 \G (C0\ I \U D) WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. I. 2 -PLY HOT MOPPED FELT 2. 55 POUND ROOF ROLLING 3. 5 -MIL POLYVINYL CHLORIDE 4. 6 -MIL POLYETHYLENE 5. 40 -MIL POLYMER -MODIFIED ASPHALT 5.50 -MIL FLEXIBLE POLYMER CEMENT 1. " CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING 8. 60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC-SOLVANT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONS AND ESTERS SHALL NOT SE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS 15 PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449. IH0T ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS GENERAL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL NAVE MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. WITH MINIMUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24". FINISHED SILL HEIGHT SHALL BE MAXIMUM 44' ABOVE FLOOR MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING WiNDOUJ FLASHING TO BE FASTENED PER IRC CODE 103.8 WiNDOW GUARDS ARE REQUIRED PER IRC 3122 SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R305.4 : SIDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AND PANELS IN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES OF A DOOR IN TI -4E CLOSED POSITION 4 BOTTOM EDGE 16 LESS THAN 620" ABOVE 2. 3. 5. 1. 8. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES GLAZING W/ THE EXPOSED EDGE WiTHIN A 24" ARC OF EITHER VERTICAL EDGE STORM DOORS THE WALKING SURFACE GLAZING GREATER THAN 9 S.F. AND LESS THAN 18" ABOVE FINISHED FLOOR GLAZING IN GUARDRAILS GLAZING LESS THAN 18" ABOVE FINISHED FLOOR STAIRS AND RAMPS ADJACENT WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36' ABOVE THE PLANE OF ADJACENT WALKWAY SURFACE OF STAIRWAYS LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDER A HAZARDOUS LOCATION. PER IRC 8308.4.6 M C1=i4 IC4d HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT, APPLIANCES 60 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 INCHES ABOVE THE FLOOR LEVEL. VENTILATION: SOURCE SPECIFIC EXHAUST VENT 4 FAN EFFCiENCY REQUIRED IN EACH KiTCHEN, BATHROOM, WATER CLOSET COMPARTMENT, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. (IRC M 1501.4.) FAN EFFICIENCY FROM WAC51-11R-TABLE 8403.5.1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS: EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GA5 VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED WHOLE HOUSE VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. * USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER * FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CFM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1501.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED iN ACCORDANCE WITH RS- ► - UM DUCT LEAKAGE RATES SPECIFIED I • 2015 WSEC. 8403.3.3 BUILDING AIR LEAKAGE T r II SEC SEC. R402.4 TESTING SHALL OCCUR AT ANY TIME A A = INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON TI -4E CERTIFICATE REQUIRED IN SEC. WSEC 8401.3 2015 WASHINGTON STATE ENERGY CODE - • TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT BY COMPONET CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS FENESTRATION U -FACTOR BATHROOM - UTILITY ROOMS KITCHENS IN-LINE FAN INTERMITTENTLY OPERATING 50 CFM 100 CFM VERTICAL CONTINUOUS OPERATIONS 20 CFM 25 CFM R-49 AIR FLOW RATE MINIMUM (CM) 10 90 ANY ANY MINIMUM EFFICACY (CFM/WATT) 1.4 CFM/WATT 1.4 CFM/WATT 2.8 CFM/WATT 2.8 CFM/UJATT AIR FLOW RATE MAXIMUM (CFM) )90 ANY ANY ANY EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GA5 VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED WHOLE HOUSE VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. * USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER * FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CFM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1501.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED iN ACCORDANCE WITH RS- ► - UM DUCT LEAKAGE RATES SPECIFIED I • 2015 WSEC. 8403.3.3 BUILDING AIR LEAKAGE T r II SEC SEC. R402.4 TESTING SHALL OCCUR AT ANY TIME A A = INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE. WHEN REQUIRED BY THE BUILDING OFFICIAL, THE TEST SHALL BE CONDUCTED IN THE PRESENCE OF DEPARTMENT STAFF. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON TI -4E CERTIFICATE REQUIRED IN SEC. WSEC 8401.3 2015 WASHINGTON STATE ENERGY CODE - • TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT BY COMPONET CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS FENESTRATION U -FACTOR CEILING WALL ABOVE GRADE WALL BELOW GRADE MASS WALL FLOOR SLAB ON GRADE VERTICAL OVERHEAD 030 0.50 R-49 R-21 vvv� R-10/15/21 INT + TB < R -21/211-I R-30 R-10 2' D RAT 1" CC �TROL TI -4E PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 403.1 4= I STOFF1\G 4 1 iR CC<I G DRAFTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING 15 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.12 FIREBLOCKING FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION 8302.1 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION 81003.19. 6. FiREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPERATION. FiREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.1.3 LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. IGkTI G WSEC SECTION R404- LIGHTING EQUIPMENT 404.1 LIGHTING EQUIPMENT: A MINIMUM OF 15 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 404.1.1 FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. FOS \G C 0 1�104 WSEC R4013 A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS . THE CERTIFICATE SHALL LIST THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND/OR FLOOR), AND DUCTS OUTSIDE THE CONDITIONED SPACES, U -FACTORS FOR FENESTRATION, AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT, DUCT LEAKAGE RATES INCLUDING TEST CONDITIONS 45 SPECIFIED IN SECTION R403.2 WSEC, AND AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. ROOM \OI -5: 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN (o FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNS FOR THE INSTALLATION OF A D R CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. TABLE M1501.33(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS FLOOR AREA BEDROOMS (FT2) 0-1 2-3 4-5 6-1 >1 <1500 30 45 60 15 90 1500-3000 45 60 15 90 105 3001-4500 50 15 90 105 120 4501-5000 15 90 105 120 135 5001-1500 90 105 120 135 150 > 1500 105 120 135 150 165 DRi G 4 \ID \G STUDS. R602.6 DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: L NOTCHING. ANY STUD iN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH, 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE 15 NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN 5i8 INCH (I6mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE 16 NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 50 PERCENT SHALL ALSO BE DOUBLED WiTH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R502.5(1) AND R602.6(2). -EXCEPTION: USE OF APPROVED STUD SHOES 16 PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R502.6.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (1.31mm) (15 ga) AND 11/2 INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE 8602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT 15 COVERED BY WOOD STRUCTURAL PANEL SHEATHING. REVIEWED FOR CODE COMPLIANCE ' APPROVED SEP 13 2016 CEfy`of Tukwila BUILDING DIViSIOIN RECEIVED CITY OF TUKWILA SEP 2016 PERMIT CENTER Structural Only DATE 5/2016 0 Z_j Ouj F. EQ QW rt z <1- -J(r) W D2 0 H w� vi C U) a) 0a) ccn c -C-2. "0 0 L- W 0 0 2 c 0 0 0 0 J 0) a) 0 c a) .0 E c i "t2 I' -a m m �s0 oa) c o as . 0) 0 micas a-.cs> U 0) • -o 0) d J REVISION DATE: NIT: c E5 .D E 0- a a) :c J 2 0. (LS o a0 - O 0. .N a) -a u) a) J 0_ I- PHONE: 253.284.3170 8/24/2016 SAM s FAX: 253.284.3183 0 0 2 0. a) E 0 0 a) J 0) TD PROJECT *: PER CITY COMMENTS DATE: IN IT: PROJECT *: EXISTING UPPER FLOOR PLAN GREAT ROOM © 2016 Level Design, LLC. 16010 OHD 8010 OHD 2665 co co BLDG LINE ABOVE 2668 DEN/OFFICE DINING ROOM I UJDR a_ KITCHEN 00 cccD SINK 2 CAR GARAGE BLDG LINE ABOVE VTO/ 6 -II ° PLATE HEIGHT 1-S ° PLATE HEIGHT LIVING ROOM O X ,.n 0 .r 5046 XO 2050 FX EXISTING MAIN FLOOR PLAN 5050 XO BLDG LINE ABOVE DECK O X 0 -�t 0 L REVIEWED FOR CODE COMPLIANCE APPROVED SEP 13 2016 city of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 6 2 2016 PERMIT CENTER SCALE: 1/4" =1'-0" © 2016 Level Design, LLC. SCALE: 1/4" =1'-0" * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. PLAN KED' WALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN 72777/Z EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. AREA SUMMA)' EXISTING PROPOSED MAIN FLOOR: UPPER FLOOR: TOTAL: 1238 SF. 142 SF. 19E30 SF. 520 SF. 0 SF. 520 SF. GRAND TOTAL: 2500 SF. GARAGE: 684 SF. 2500 SF. 4 CAR TANDEM DEN/OFFICE BLDG LINE ABOVE BLDG LINE ABOVE (VTO STAIRS OR. SUITE DINING ROOM 6• II ' PLATE -EIGHT KITC1-IE�l 1-8 ' PLATE HEIGHT NOOK 6 -II ' PLATE HEIGHT 5046 XO 6065 SGD BLDG LINE ABOVE CREAT ROOM 11-1 x 14-0 PROPOSED MAIN FLOOR PLAN RECEIVED CITY OF TUKWILA SEP 0 2 2016 PERMIT CENTER © 2016 Level Design, LLC. - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) WINDOW HEADERS AT 6'-8" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2X6 AT 16" O.C., U.N.O. - INTERIOR PARTITIONS TO BE 2X4 AT 16" O.C. (2X6 e PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.0.) REVIEWED FOR ;CODE COMPLIANCE APPROVED SEP 13 2016 ofTukwila D ILbft 1!rJLViSiO 94q LW q-�pvrw SCALE: 1/4" =1'-0" R312 2 WINDOW SILLS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCH ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTION OF WINDOW SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE GATED WITH1N 24 INCHES OF THE FINISHED FLOOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. NOTE: REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND ENGINEERING PLAN WHICH CONTAIN DETAIL REFERENCES AND/OR INSTRUCTIONS PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN. NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS/ DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. CONT. METAL GUTTER ON 5/4 X S FASCIA BD. TYP. 2x6STUDS al6'o.c. W/ R -2l INSULATION SIDING PER ELEVATIONS ON TYVEK WRAP ON 1/16' PLY OR OSB SHEATHING. APPROX. GRADE 4' 4' CONT. TIGHTLINE TO STORM SEWER -11 I—III /: COMPOSITION ROOFING ON 15 a FELT UNDERLAYMENT ON 1/16' PLY OR OSB SHEATHING TYPICAL. S 12 MFR. TRUSSES PER PLAN a 24' O.C. 4 G PLY ED 4 NAIL d 4' m PERF. PLASTIC FTG. DRAIN SET IN WASHED GRAVEL UJ/ FILTER FABRIC OVER CONC. FTG. A5 PER PLAN IS' MIN. CRAWL SPACE W/ 6 MIL VAPOR BARRIER TYPICAL. SECTION "A" R-30 INSULATION 4 CAR TANDEM 400-14..S i. .. :eii':Aft afl ... :41.j • 1 . iter .� .iii A.5 . ii ii7. 00�Y 1,.:0'10%. 46'''Iti l 0... 4 : X40.10. 'p �1 11 APPROX. GRADE II I 111- 4' 4' CONT. TIGHTLINE TO STORM SEWER 111 III= ' —1I1=1 4' 4 PERF. PLASTIC FTG. DRAIN =III=11I III=1I1=1I I SET IN WASHED GRAVEL W/ FILTER FABRIC OVER © 2016 Level Design, LLC. TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES - 150 ROOFING FELT - 1/16" SHEATHING RATED 24/16 - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN - R-49 INSULATION - 5/S" GWS. CEILING - I/S" TO 1/4" MESH SCREEN OVER OPENINGS - MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF VENTED AREA SPACE OR 1/300 IF 40-50% VENTING IN UPPER ATTIC OR RAFTER SPACE. PER IRC RS06.2 - PROVIDE 1" MINIMUM CLEARANCE BETWEEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION R606.3 TYPICAL WALL CONSTRUCTION - SIDING AND/OR VENEER PER ELEVATION - 7/16" FLY OR OSB SNTG.( U.N.0 ) - TYVEK BUILDING WRAP OR Q. - 2X6 STUDS e 16" O.C. EXTERIOR WALLS U.N.O. EXTERIOR WALL NOTCH 2S%, BORING 40% 60% BORING IF DOUBLED 4 NOT MORE THAN TWO SUCCESSIVE STUDS. - 2x4 STUDS ' 16" O.C., INTERIOR PARTITIONS (2X6 e PLUMBING WALLS) NON-BEARING WALL MAXIMUM NOTCH 40%, BORING 60% HOLES NO CLOSER THE 5/S INCH TO FACE OF STUD - R-21 INSULATION WITH VAPOR BARRIER - 1/2" GWB. INTERIOR SHEATHING SEE NOTE ON SHEET 1 TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" T4G PLYWOOD SUBFLOOR (GLUE AND NAIL) - FLOOR JOISTS PER PLAN - R-30 INSULATION OVER UNHEATED AREAS SCALE: 1/4" =1'-0" - CONC. FTG. A5 PER PLAN REVIEWED FOR CODE COMPLIANCE ''. APPROVED SEP 13 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 2 2016 PERMIT CENTER 0 Zj (0 0 raw C--3 p (00) Q� IQ Z 1 (j) J oi°01- N*� PHONE: 253.284.3170 REVISION DATE: FAX: 253.284.3183 PROJECT *: PER CITY COMMENTS DATE: INIT: PROJECT 11: COMPOSITION ROOFING CONT. METAL GUTTER ON 5/4 X 8 FASCIA BD. TIP. 6° BEVEL SIDING COMPOSITION ROOFING 1 x 2 TRIM BD. ON 5/4 X S BARGE BD. TIP. 6' BEVEL SIDING 32'-1' EMI MIME 5/4 x 4 CORNER ED. TIP. E�- SCOPE OF WORK 1 - APPROX. GRADE EAST ELEVATION APPR RA EXISTING \ 70 REMAIN 5/4 x 4 CORNER BD. TIP. 6'-O° NEW ADDITION NEW ADDITION APPROX. GRADE EXISTING 0 REMAI NORTH ELEVATION NOTE: SCALE: 1 /4" =1'-0" EXISTING 0 REMAI APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION A5 TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBERS ARE REQUIRED TO BE 4" HIGH WITH A 1"2" STROKE. APPROX. GRADE © 2016 Level Design, LLC. - VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING - MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE &" IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE - FASTENERS TO BE HOT -DIPPED ALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS PRE -PAINTED G.I. °Z° FLASHING AT ALL EXT. DOOR 4 WINDOW HEADERS. 1 SCALE: 1/4" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED SEP 13 2016 City ofTUkMi'a) BUILDNO DM= RECEIVED ant' OF TUKWILA SEP -0 2 2016 PERMIT CENTER 6° BEVEL SIDING 5/4 x 4 CORNER BD. TYP APPROX. GRADE \/ -\ EXISTING TO REMAIN/ APPROX. GRADE EXISTING TO REMAI 101-0° NEW ADDITION APPROX. GRADE APPROX. GRADE NEW DECK NEW ADDITION RECEIVED CITY OF TUKWILA SOUTH ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED 1' SEP 13 2016 SEP 0 2 2016 PERMIT CENTER SCALE: 1/4" =1'-0" FOUNDATION VENTILATION USE 14" x 1" SCREENED FDN. VENTS (1) VENT = .52 SQ. FT. NET FREE VENT AREA (1) VENT TO BE LOCATED WITHIN 3' OF EACI-I CORNER FDN. AREA = NET VENT AREA REQ'D (N.V.A.) 300 N.V.A. = QTY. OF VENTS REQUIRED .52 52S 1.16 2.3 = 3.45 VENTS REQ'D 300 .52 (4) VENTS REQUIRED NOTE: USE MIN. 6" WIDE POST BELOW BEAM SPLICES FOOTING SCHEDULE USE P.T. 4 X 4 POSTS BELOW 4 X BEAMS U.N.O. USE P.T. 6 X 6 POST BELOW 6 X BEAMS U.N.O. 29'-S' / OIS P.T. POST ON IS" DIA. X S" THICK CONC. FOOTING 3'-0' O24 P.T. POST ON 24" DIA. X 12" THICK CONC. FOOTING S' -m' j'-4'/ 30 P.T. POST ON 30" X 30" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 54 14 36 P.T. POST ON 36" X 36" X 12" THICK CONC. FOOTING W/ 3- # 5 BARS EACH WAY 42 P.T. POST ON 42" X 42" X 12" THICK CONC. FOOTING W/, 4- # 5 BARS EACH WAY D 64 54 FOOTING SIZES BASED ON 1500 per SOIL BEARING CAPACITY 34'-0' / 29'-S' / 6'-0' 3'-0' 16'-0' 1'-4' S' -m' j'-4'/ 54 14 54 14 54 54 64 54 54 J IL / \ I24 / / \ I _i/ 51_45^ N� II p 01� C�R ADE 2 � FJ..q� � / \ NEUJ 4' CONC. SLAB ON a _� 4' COMP. FILL TYP. SLOPE 3/16' / FT TOUJARD DOORS z 54 O O u_ w O z z,---= 54 CRAWL SPACE u ACCESS N� . 54 x N DBL. JOIST /2 ca n CD 24 x 1 1 71 EXISTING CR4UJL SPACE 24 IS' MIN. W/ 6 MIL VAPOR I '' BARRIER TYP.2 X 10 NF#2 OR B 9I/2 TJI 110 SERIn \\ FLR JST el6' o.c. e to 04 CRAWL SPACE . A54 4 IS' MIN. UJ/ 6 MIL VAPOR =ARRIER TIP. 1 1 24 L / /I I `p e �( 52 S4 u FLR JST 016' o.c C t C24 (-- :t 'bi 24 P.T. 4 X 10 F—I P.T. 4 X 10 r—I P.T. 4 X 10 , 24 lalk 24 24 & 24 55 '-0' 54 V-111' 9'-I11' 54 9' -la' 2'-0' 9'-3' 54 9'-4' 2m'-11' 30'-2' 18'-7' / / 69'-S' 7 FOUNDATION/ FRAMING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO 5E PRESSURE TREATED - SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF TI -IE MEMBER BEING SUPPORTED (U.N.O.) - PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL - IF AN ENGINEERED JOIST FLOOR FRAMING LAYOUT IS PROVIDED BY THE JOIST SUPPLIER, THAT JOIST LAYOUT SHALL SUPERCEDE THE JOIST LAYOUT INDICATED IN THE PLANS. PROVIDE I -JOIST LAYOUT AND SPECS ON SITE FOR INSPECTION. **FOUNDATION EPDXY CONNECTION** * EPDXY WITH AN APPROVED CONCRETE EPDXY, #4 REBAR A MINIMUM OF 4" INTO EXISTING FOUNDATION IN LINE WITH REBAR SHOWN IN FOUNDATION DETAIL. (UON) * CALL FOR FOUNDATION INSPECTION BEFORE INSTALLING EPDXY TO ALLOW INSPECTION OF DRILLED HOLES. THE BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE THE EPDXY INSTALLATION AT THAT TIME. CV SCALE: 1 /4" =11-0" C54 14' X 1' SCREENED FDN VENTS ( 4 ) REQ'D • REVIEWED FOR CODE COMPLIANCE APPROVED SEP 13 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 2 2096 PERMIT CENTER REVISIONS 8/24/201& DRAWN BY 3-31-201& 4S NOTED N A STRU CTUR I; FOR FOUNDATION PLAN 11 C DRAWING SHEAR WALL NOTES TYPICAL SHEARWALL NOTES 1.) USE 5/S" DIA. BY 10' ANCHOR BOLTS (AB'S) WITH SINGLE PLATES AND 5/3" DIA. BY 12" AB'S WITH DOUBLE AND 3X PLATES SPACED A5 SHOWN ON THE DRAWINGS. AB'S SHALL HAVE T OF EMBEDMENT INTO FOOTING, SHALL BE CENTERED IN THE STUD UJALL, AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE WALL AND HAVE A 3X3/XI/4 PLATE WASHER. THERE SHALL BE A MIN. OF TUJO BOLTS PER PIECE OF SILL LOCATED NOT MORE THAN 12 INCHES OR LESS THAN 4 INCH. END OF EACH PIECE. ANCHOR BOLTS TO BE GALVANIZED PER TI -IE BELOUJ REQUIRMENT (FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER). AT EXISTING FOUNDATION USE 5/5" DIAMETER SIMPSON TITEN NG BOLTS WITH MINIMUM OF 4" EMBEDMENT INTO THE EXISTING CONCRETE. 2.) ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWOOD, 5/5' TI -Il SIDING, OR 1/16" 0513 UJITH EXTERIOR EXPOSURE GLUE AND SPAN RATED 'SR 24/0" OR BETTER. ALL FREE SHEATHING EDGES SHALL BE BLOCKED WITH 2X4 OR 2X6 FLAT BLOCKING EXCEPT WHERE NOTED ON THE DRAWINGS OR BELOW. 3.) ALL NAILS SHALL BE Sd OR 10d COMMON (Sd COMMON NAILS MUST BE 0.131 INCH DIAMETER, SENCO KC21 NAILS ARE EQUIVALENT. IF 10d COMMON NAILS ARE CALLED FOR THE DIAMETER MUST BE 0.146 INCHES, SENCO MD23 NAILS ARE EQUIVALENT). NAIL SIZE AND SPACING AT ALL SHEATHING EDGES SHALL BE AS REQUIRED BELOW OR A5 IN THE DRAWINGS. NAIL SPACINGS SHALL BE 12' O.C. FOR ALL FIELD NAILING EXCEPT 45 NOTED. 4.) HOLD DOUJNS ARE SIMPSON "STRONG TIE" AND 51-IALL BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATION. EQUIVALENT HOLD DOWNS BY UNITED STEEL PRODUCTS COMPANY "KANT-SAG" THAT HAVE ICBG APPROVAL CAN BE SUBSTITUTED IN PLACE OF SIMPSON HOLD DOWNS. ALL FLOOR SYSTEMS MUST BE BLOCKED SOLID BELOW MEMBER THAT THE HOLD DOWN 15 ATTACHED TO. THIS BLOCK SHOULD BE EQUAL TO OR LARGER THAN THE MEMBER THE HOLD DOWN IS ATTACHED TO AND BE PLACED AS A "SQUASH BLOCK". 5.) ALL DOUBLE AND TRIPLE STUDS SHALL GLUED AND NAILED TOGETHER WITH 10D'S AT 3' O.C. FOR EACH LAYER. ALL 4X STUDS ARE TO BE *2 DF AND ALL 6X STUDS ARE TO BE 1 DF WHEN USED FOR HOLD DOWNS AND SHEAR WALLS. 6.) ALL FASTENERS INCLUDING NUTS AND WASHERS IN CONTRACT WITH PRESSURE TREATED LUMBER SHALL BE NOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED STEEL IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. FASTENERS EXPOSED TO WEATHER MUST MEET THE REQUIREMENTS OF THE PRESSURE TREATING MANUFACTURE'S MINIMUM. IN ADDITON, THE CONTRACTOR SHALL COORDINATE CONNECTOR/FASTENER COATING REQUIREMENTS WITH RECOMMENDATIONS FROM CONNECTOR/FASTENER MANUFACTURER AND TYPE OF PRESSURE TREATING CHEMICAL AND RETENTION BEING USED. SHEAR WALL SCHEDULE TYPICAL SHEARWALL NOTES ALL WALL STUD AND ROOF TRUSS TOP CHORDS AND SECONDARY FRAMING LUMBER 51-IALL BE DOUG -FIR *2 OR BETTER. MST STRAPS ATTACHES TO (2) 2X OR 4X STUDS IN WALL ABOVE AND BELOW UNLESS NOTED OTHERWISE. NAIL ALL HOLES WITH 16D SINKERS SHEAR WALLS MARK CALLOUT SHEATHING NAILED WITH Sd'S AT 6" ON CENTER ALL EDGES. SHEATHING NAILED WITH Sd'S AT 4' ON CENTER ALL EDGES AND 4X OR 6X STUDS AT PANEL EDGES. HOLD DTABLE TYPICAL HOLDDOWN NOTES TO LOCATE HOLD DOWN ANCHOR BOLT ANCHOR BOLT TO BE LOCATED OF THE SHEAR WALL. ALL CENTERLINE OF THE ANCHOR BOLT WITH SHEAR WALL PANEL SIZE CONTROLS GREATER THAT FOUNDATION DEPTH, OF HOLDOUJN ANCHOR BOLT TO A DEPTH THE BOTTOM OF THE ANCHOR BOLT. PROVIDE REBAR AT THIS LOCATION. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE ALL STRUCTURAL FRAMING. NEAREST THE CORNER OR OPENING AT THE END FOUNDATION VENTS TO BE A MINIMUM OF 12" OFF ON EITHER SIDE. HOLDOUJN STUD TO BE COORDINATED EDGE FRAMING REQUIREMENTS. LARGER STUD * FOR HOLDOUJN ANCHOR BOLT EMBEDMENT THICKEN FOOTING FOR 2'-0" EITHER SIDE THAT PROVIDES FOR 3" CLEAR BELOW (2) ADDITIONAL #4 X 3'-0" PIECES OF LONGITUDINAL HOLD DOWN SCHEDULE TYPE DESCRIPTION n 4 I-4IDU2 �,/ ATTACHES TO CONCRETE FOUNDATION WITH SIMPSON SSTB 16 1-IDU2 ATTACHES TO DOUBLE 2X STUDS OR 4X OR 6X STUD WITH (6) SIMPSON SDS 1/4 X 3 WOOD SCREWS IN WALL ABOVE. n B 1-11:U4 �� ATTACHES TO CONCRETE FOUNDATION WITH SIMPSON 55T3 20 1-IDU4 ATTACHES TO DOUBLE 2X STUDS OR 4X OR 6X STUD WITH (10) SIMPSON SDS 1/4 X 3 WOOD SCREWS IN WALL ABOVE. AT EXISTING FOUNDATION USE 5/S° DIAMETER THREADED ROD AND EPDXY WITH SIMPSON SET -XP EPDXY WITH A MINIMUM OF 16" EMBEDMENT INTO THE EXISTING CONCRETE STEM WALL. INSTALL PER MANUFACTURER'S REQUIRMENTS. STRAP SCHEDULE TYPE DESCRIPTION OON MST 4E3 SIMPSON MST 43 15 A FLOOR TO FLOOR STRAP THAT 15 CENTERED THE RIM JOIST. THE STRAP ATTACHES TO A MIN. OF A SINGLE STUD IN THE WALL ABOVE 4 BELOW. SHEAR WALL BOUNDARY MEMBER AND HOLDOWN MEMBER REQUIRMENT WILL USUALLY CONTROLL MEMBER SIZE. INSTALL PER SIMPSON'S REQUIRMENTS. SHEAR WALL KEY PLAN ‘_1 Fr - 1 = 1 pl m UPPER FLOOR PLAN MAIN FLOOR PLAN REVIEWED FOR CODE COMPLIANCE ' APPROVED SEP 13 2016 City of Tukwila BUILDING DiVISION RECEIVED CITY OF TUKWILA SEP Ci 2 2016 PERMIT CENTER REVISIONS 8/24/2010 3-31-2010 45 NOTED W C) up 1 c 4-1 H DRAWING { { { CID CD 0 0 0 V) X L.� (360) 736-1137 CENTRALIA, WA. w w JOB NO. S2. STRUCTURAL NOTES GENERAL NOTES: THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO TI -4E ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE .4T TI -4E CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR SHALL COORDINATE BETWEEN THE ARCHITECTURAL DRAWINGS AND TI -4E STRUCTURAL DRAWINGS. THE ARCHITECTURAL DIMENSIONS ARE TAKEN TO BE CORRECT WHEN IN CONFLICT WITH THE STRUCTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE EXCEPT WHERE NOTED DESIGN CRITERIA: 1. LIVE LOAD= 2. DEAD LOAD 3. PARTITION = 4. WIND 5. EARTHQUAKE SITE CLASS= DESIGN CAT. USE GROUP= 6. 40 PSF (FLOORS) 40 PSF (DECKS) 25 PSF (SNOW) = 15 PSF (ROOF) 12 PSF (FLOOR) 10 PSF (WALLS) 150 PCF (CONCRETE) SF (FLOORS) I —ONSRE D a 110 MPH R CD WO SOIL = 1500 PSF, ASSUMED BEARING CAPACITY = 38 PCF, ASSUMED ACTIVE FLUID PRESSURE = 350 PCF, ASSUMED PASSIVE FLUID PRESSURE • 0.45, ASSUMED COEFFICIENT OF FRICTION • 110 PCF, ASSUMED SOIL DENSITY 177777777777 6.5 = 4 r. 3 CONCRETE 4 REINFORCING STEEL: 1. ALL CONCRETE WORK SHALL BE PE SECTION 01. MIXING, PLACEMENT, AND INS THE 2012 IBC CHAPTER 19. ECTION SHALL BE PER SEC OLERANCES SHALL BE PER IBC CHAPTER 19, IONS 03, 04, 05, AND 06. 2. ALL REINFORCING SHALL BE ASTM A615 GRADE 60 EXCEPT AS SHOWN ON THE PLANS. 3. CONCRETE SHALL BE IN ACCORDANCE WITH ASTM 150. F'C = 2500 PSI 6 28 DAY SLUMP = 4" MAXIMUM, 6% AIR ENTRAINED. STEEL: 1. ANCHOR BOLTS SHALL BE ASTM A301. CARPENTRY: 1. 2X STRUCTURAL FRAMING SHALL BE '"2 DOUGLAS FIR 4X STRUCTURAL MEMBERS SHALL BE "2 DOUGLAS FIR 6X MEMBERS SHALL BE #I DOUGLAS FIR. 2. PROVIDE SOLID BLOCKING IN FLOOR SYSTEM BELOW ALL BEARING WALLS AND POINT LOADS. 3. 2X JOISTS SHALL BE KILN DRIED AND STORED IN A DRY AREA PRIOR TO INSTALLATION. THE MOISTURE CONTENT OF ALL WOOD SHALL BE LESS THAN lS%. 4. FLOOR JOISTS SHALL BE BY BOISE CASCADE OR OTHER APPROVED MANUFACTURER. JOIST TO BE INSTALLED AND BRACED PER MANUFACTURER'S REQUIREMENTS. 5. ROOF TRUSSES SHALL BE BY A PRE -APPROVED MANUFACTURER AND CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE TRUSS PLATE INSTITUTE. TRUSS SHOP DRAWINGS MUST BE STAMPED BY A LICENSED ENGINEER AND BE ON SITE AT THE TIME OF CONSTRUCTION. PRELIMINARY TRUSS DRAWINGS MUST BE REVIEWED PRIOR TO CONSTRUCTION. IT IS THE TRUSS MANUFACTURER'S RESPONSIBILITY TO INFORM THE ENGINEER OF RECORD OF ANY CHANGES FROM THE PRELIMINARY TRUSS LAY -OUT. GIRDER TRUSSES TO HAVE A MINIMUM OF BEARING STUDS EQUAL TO NUMBER OF PLIES OF TRUSS. ALL GIRDER TRUSSES SHALL HAVE SIMPSON HGT TIE DOWN AT EITHER END TO MATCH NUMBER OF PLIES. TRUSS MANUFACTURES ARE RESPONSIBLE FOR ALL BRACING OF THE TRUSSES INCLUDING END WALL BRACING AND ALL OTHER BRACING BETWEEN THE BUILDING AND TI -4E TRUSSES UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE DRAWINGS. CONTRACTOR TO COORDINATE BRACING WITH ENGINEER OF RECORD AS REQUIRED. 6. GLUE LAMINATED BEAMS SHALL BE 24F -v8 FOR CANTILEVERED OR CONTINUOUS BEAMS AND 24F -V4 FOR SIMPLE SPANS. (FB = (PV= (E _ (FCL 2,400 PSI) 190 P51) 1,500,000 PSI) = 650 PSI) 1. CONTINUOUS AND CANTILEVERED GLUE LAMINATED BEAMS SHALL NOT BE CAMBERED. ALL OTHER GLUE LAMINATED BEAMS SHALL BE CANTILEVERED FOR L/480. SEE THE FRAMING PLANS FOR ANY EXCEPTIONS. 8. ALL MANUFACTURED LUMBER SHALL BE BY BOISE CASCADE AND HAVE TI -4E FOLLOWING STRUCTURAL PROPERTIES: VERSA LAM (VL) (FIB= (FV= (E = (FCL 2,800 PSI) 280 PSI) 2,000,000 PSI) = 150 P5I) 9. SHEATHING AT ROOF AND FLOOR SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0" ON CENTER PROVIDE 1/8" SPACE AT PANEL EDGES A5 REQUIRED BY PANEL MANUFACTURERS. FLOOR SHEATHING SHALL BE NAILED 6" O.C. EDGES AND 12" FIELD WITH 10D'S AND ROOF SHEATHING SHALL BE NAILED 6" O.C. EDGES AND 12' O.0 FIELD WITH 10D'S UNLESS OTHERWISE NOTED ON THE DRAWINGS. 10. BLOCK AND NAIL ALL HORIZONTAL PANEL EDGES AT DESIGNATED SHEAR WALLS. ALL FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER WILL MEET THE BELOW REQUIREMENTS. ALL FASTENERS INCLUDING NUTS AND WASHERS IN CONTRACT WITH PRESSURE TREATED LUMBER SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER FASTENERS OTHER THAN NAILS, TIMBER RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC COATED STEEL IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. FASTENERS EXPOSED TO WEATHER MUST MEET THE REQUIREMENTS OF THE PRESSURE TREATING MANUFACTURE'S MINIMUM. IN ADDITON, THE CONTRACTOR SHALL COORDINATE CONNECTOR/FASTENER COATING REQUIREMENTS WITH RECOMMENDATIONS FROM CONNECTOR/FASTENER MANUFACTURER AND TYPE OF PRESSURE TREATING CHEMICAL AND RETENTION BEING USED. HARDWARE: ALL CONNECTION HARDWARE SHALL BE SIMPSON 'STRONG TIE". CONNECTION HARDWARE EXPOSED TO THE WEATHER OR SOIL SHALL BE TREATED AS IN STEEL ABOVE. CAUTION: PLACE TRUSSES PER MANUFACTURER'S RECOMMENDATIONS AND BRACE PER TRUSS COMPANY RECCOMENDATIONS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED FOR PLACING TRUSSES. NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING. PRECISE ENGINEERING RECCOMENDS ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A LISENCED ENGINEER. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. c0 EXISTING RIDGE FIELD VERIFY c0 9 ESI _1 N c0 STING RIDGE FIELD VERIFY N q EXISTING RIDGE FIELD VERIFY UPPER FLOOR FRAMING PLAN P 8:12 EXISTING RIDGE FIELD VERIFY 8:12 DOUBLE KING TRIPLE TRIMMER 3 1/2 X 15 GLB DOUBLE KING TRIPLE TRIMMER h 22 °X3."'I ATTIC 1 > I, 4CCES5,1 11 II 11 II 1 11 10VERIFFRAMIN RIDGE N ati v FIELD VERIFY S4 S4 6 X 8 6 X8 m S4 - ALL DOOR/WINDOW HEADERS TO BE &XS DF#2 AT 2X& BEARING WALLS , U.N.O., 6'-0" MAX. SPAN - ALL DOOR/WINDOW HEADERS TO BE 4X10 DF#2 AT 2X4 BEARING WALLS, U.N.O., &'-0" MAX. SPAN - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - WINDOW HEADERS AT 6'-S" ABOVE SUB FLOOR, U.N.O. - EXTERIOR WALLS TO BE 2><& AT 1&" O.C., U.N.O. - INTERIOR PARTITIONS TO BE 2X4 AT 12" O.C. (2X& e PLUMBING WALLS) U.N.O. - PROVIDE SUPPLEMENTAL JOISTS/BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.0.) - FLOOR JOISTS AND BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. MFR. COMMON TRUSSES 0 24' O.0 45 PER MFG. SPECS. TYP. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 13 2016 City of Tukwila BUILDING DIVISION SCALE: 1/4" =1'-0" CITRECEIVED U' OF TUKWILA SEP 022016 PERMIT CENTER REVISIONS 8/24/2016 3-31-2016 AS NOTED N W A STRUCTURE FOR ROOF FRAMING H DRAWING ENGINEERING CENTRALIA, WA. '7" (10) (9) I. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2' FLOOR ET ING 3. I -JOIST PER PLAN 4. SOLID CONTINUOUS RIM 5. PROVIDE *4 BAR AT 16' HORIZONTAL O.C. 6. 5/S' DIAMETER ANCHOR BOLTS e 45° O.C. (UN.O. ON SHEAR WALL SCHEDULE) UJ/ 1' MIN. EMBED. 1. *4 e 24° O.C. VERTICAL UJ/ STANDARD 1-100K5 ALTERNATE BENDS, NO WET SETTING PERMITTED S. (2) *4 BARS CONTINUOUS BOTTOM 9. EDGE NAILING 10. led'6'O.C. 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. FLOOR SHEATHING 3. I -JOIST PER PLAN 4. SOLID CONTINUOUS RIM 5. PROVIDE *4 BAR AT 16' HORIZONTAL O.C. 5/5 DIAMETER ANCHOR BOLTS e 45' O.C. (U.N.O. ON SHEAR WALL SCHEDULE) W/ 1' MIN. EMBED. 1. *4 ' 24' O.G. VERTICAL W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SETTING PERMITTED (2) *4 BARS CONTINUOUS BOTTOM 9. EDGE NAILING 10. 16d a 6' O.C. TOE NAILS II. I -JOIST BLOCKING AT PANEL EDGES I. EXISTING STEM WALL 4 FOOTING 2. NEW STEM WALL 4 FOOTING PER PLAN I. SHEATHING 4 NAILING PER SHEARWALL SCHEDULE 3. *4 HORIZONTAL REINFORCEMENT PER STEM WALL DETAIL BLOCKING BY JOIST MFR. (3) 16d PER BLOCK FLOOR SHEATHING I -JOISTS PER PLAN 2x OR PLYWOOD CLEAT EACH GIDE OR SIMPSON BC POST CAP 1. 4x OR 6x P.T. POST W/ SIMPSON 434 EACH SIDE OR SIMPSON PB POST BASE 2. EDGE NAILS 3. FINISH GRADE OR SLAB AS OCCURS 4. PROVIDE *4 BAR AT 16° HORIZONTAL O.C. 5. *4 0 24° O.C. VERTICAL W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SETTING PERMITTED 6. CONC. SLAB 1. TREATED SILL PLATE S. 5/5' DIAMETER ANCHOR BOLTS 6 4S' O.C. (U.N.O. ON SHEAR WALL SCHEDULE) W/ 1' MIN. EMBED. 9. CONCRETE FOOTING W/ 5' STEM WALL PER PLAN 4. DRILL 4 EPDXIED (2) *4 BARS TOP 4 BOTTOM OF STEM WALL, 5' MIN. EMBEDMENT TO EXISTING STEM WALL 4 10' INTO NEW WALL REVISIONS 8/24/2016 3-31-2016 AS NOTED H a Cn INSTALL FOOTING DRAINS WHERE REQUIRED PER 8405.1 8" FOUNDATION STEM WALL UJ/ I -JOIST PLAN VIEW INSTALL FOOTING DRAINS WHERE REQUIRED PER R405.1 INSTALL FOOTING DRAINS WHERE REQUIRED PER 8405.1 S" FOUNDATION STEM UJ,4LL W/ I -JOIST SCALE: N.T.S. INTERIOR SPREAD FOOTING UJ/ I -JOIST SCALE: N.T.S. WOOD STUD WALL FOOTING 1. BASE PLATE NAILING PER SHEARWALL SCHEDULE 2. FLOOR SHEATHING 3. JOISTS PER PLAN 4. CONTINUOUS RIM BOARD 5. (2) *4 BARS CONTINUOUS (AT TOP) PROVIDE *4 0 10' O.C. HORIZONTAL 6. TREATED SILL PLATE W/ 5/5' DIAMETER ANCHOR BOLTS PER SHEARWALL SCHEDULE 1. EDGE NAILING PER SHEAR WALL SCHEDULE (NAILING FOR PONY WALL PER SHEARWALL SHEDULE FOR WALL ABOVE) s. 16d TOENAIL e 3' O.C. 9. 5' FOUNDATION STEM WALL 10. STRAP PER SHEARWALL SCHEDULE FOR UPPER WALL TO CORRESPOND W/ FOUNDATION HOLDOWN BELOW 11. HOLDOWN PER ORIGINAL FOUNDATION PLAN 1. WOOD POST W/ ARCHITECTURAL COVER PER PLAN 2. POST BASE HARDWARE 3. FINISHED GRADE OR SLAB A5 OCCURS 4. 12' DIA OR SQUARE CONCRETE PEDESTAL (OPTIONAL) 5. (4) *4 VERTICALS UJ/ STANDARD HOOK AT CONCRETE PEDESTAL 6. *3 TIES AT 12' O.C. 1. ISOLATED OR CONTINUOUS FOOTING PER PLAN SCALE: N.T.S. (I) CONCRETE WALL AT EXIST U,IALL SCALE: 3/4'=1' 0 N 00 2. 2x BLOCKING TOE NAILED TO PLATE W/ (3) Sd NAILS OR ATTACHED W/ (1) SIMPSON RBC PER BLOCK (OPT. 2) 3. EDGE NAILING 4. SIMPSON HI ' EACH TRUSS INSTALLED PER MFG. SPECS. (3) (4) 5. 2x STUD WALL OR BEAM PER PLAN (5) (4) WALL UJ/ PONY WALL LOTS (9'0" MAX) PER PLAN BEAM SPLICE AS OCCURS WOOD BEAM PER PLAN SIMPSON CC66 TYPE POST CAP 4. WOOD COLUMN PER PLAN 5, SIMPSON ACE TYPE POST CAP ROO: TR,,SS AT 5EARI CABLE END TRUSS I. EDGE NAILING 2. CONTINUOUS FASCIA WITH (2) I0d NAILS PER JOIST 3. 2x4 OUTRIGGER 12' OR LESS FROM EXTERIOR WALL a 4S' O.C. (MORE THAN 12° FROM EXTERIOR WALL a 24' O.C.) 4. EDGE NAILS PER SHEAR WALL SCHEDULE 5. 2-I0d TOENAIL OUTLOOKER THRU. TRUSS (OUTLOOKER EXTENDING MORE THAN 12' FROM EXTERIOR WALL USE 434 MIN.) 6. GABLE END TRUSS - SHEATHING AND NAILING PER SHEARWALL SCHEDULE FOR WALL BELOW 1. 16d e 6' O.C. BOTTOM TRUSS CHORD TO CONTINUOUS BACKER BOARD 5. 2x4 BRACE 0 96' O.C. ALONG GABLE W/ SIMPSON A35 CLIP EACH END OF BRACE s, TRUSSES PER PLAN 10. 2x BACKER BOARD SECURED TO TOP PLATE WITH 16d NAILS AT 6' O.C. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. (3) (5) 1. PLYWOOD SHEATHING 2. Sd 0 6' O.C. 3. 2X OVER FRAME e 24' O.C. w/ 2-10d TOE NAILS TO VALLEY BOARD 4. TRUSS OR RAFTER PER PLAN 5. 2X CONTINUOUS VALLEY BOARD FLAT W/ 2-I6d NAIL PER TRUSS TYP. NOTE: 1, PLYWOOD SHEATHING ON PRIMARY ROOF TRUSSES SHALL BE CONTINUOUS. 2. AT 2X OVER FRAMING USE THE FOLLOWING: 0'-4' 2X4 MIN. 4'-5' 2X6 MIN. 5'-10' 2X5 MIN. 101-12'----2X10 MIN. WITH RIDGE VENT I. DBL EDGE NAILING 2. PLYWOOD SHEATHING 3. RIDGE VENT 4. TRUSS PER PLAN 5, BLOCKING PER IRC TABLE R602.3(I) Note (1) 1. %' DIA. ANCHOR BOLT a 12' O.C. UN.O. IN SHEAR WALL SCHEDULE UJ/ 1' MIN. EMBEDMENT 2. 2X PRESSURE TREATED SILL PLATE U.N.O. IN SHEAR WALL SCHEDULE 3. SHEAR WALL EDGE NAILING PER 5HEAR WALL SCHEDULE 4. 4' CONCRETE SLAB OVER 4' COMPACT FILL 5. FINISH GRADE OR SLAB AS OCCURS 6. (I) *4 REBAR IN UPPER 12' OF STEM WALL (4) (5) WITHOUT RIDGE VENT 1. *4 VERTICALS a 45' O.C. UJ/ STANDARD HOOK REQUIRED, ALTERNATE BENDS, NO WET SETTING PERMITTED 5. (2) *4 REBAR CONTINUOUS IN FOOTING A STRUCTURE FOR 1 1 H DRAWING 2' e 1 STORY 16' 6 2 STORY STEM UJA_L AT S_AS ON GRAD SCALE: %4'=1' INSTALL DAMPPROOFING OR WATERPROOFING PER IRC R406 WHERE INTERIOR SLAB IS BELOW EXTERIOR GRADE REVIEWED FOR CODE COMPLIANCE r APPROVED SEP 13 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 2 2016 PERMIT CENTER