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HomeMy WebLinkAboutPermit D15-0248 - KETO RESIDENCE - GARAGE ADDITION, REMODEL HOUSE AND ADUKETO ADDITION 4418 S 140TH ST EXPIRED 11/2/2021 D15-0248 J Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 7347600500 4418 S 140TH ST KETO ADDITION DEVELOPMENT PERMIT Permit Number: D15-0248 Issue Date: 1/11/2016 Permit Expires On: 4/22/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: KETO ASHU 4418 S 140TH ST, TUKWILA, WA, 98168 ASHU KETO 4418 S 140 ST , TUKWILA, WA, 98168 OWNER - AFFIDAVIT ON FILE ASHU KETO Lender: Name: SELF FUNDED - ASHU KETO Address: 11I Phone: (206) 853-8725 Phone: Expiration Date: DESCRIPTION OF WORK: ADDITION OF 240 SO FT ATTACHED GARAGE WITH 240 SQ FT LIVING SPACE ABOVE. ALSO 63 SQ FT UNCOVERED DECK/RAMP AND STAIRS TO UPPER FLOOR. REMODEL EXISTING UPPER FLOOR. REVISION #1: REMODEL OF A 3 BEDROOM HOUSE TO A 9 BEDROOM HOUSE WITH A 1,000 SQ FT ADU CONSISTING OF ONE BEDROOM, ONE BATHROOM AND ONE KITCHEN. ADDING 4,460 SQ FT OF LIVING SPACE, 400 SQ FT OF GARAGE AND 210 SQ FT OF COVERED DECK. FOUR PARKING SPACES HAVE BEEN ADDED TO THE BACK.. Project Valuation: $585,635.42 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $13,397.21 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 1 Permit Center Authorized Signature: Date: il I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: A-s Hu '',,, c o Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. l'] 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: ***PUBLIC WORKS PERMIT CONDITIONS*** 19: 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. 20: 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. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 24: New surface water flow patterns shall match existing and not impact adjacent Properties. Coordinate with Public Works Inspector. 25: Tukwila requires all owners of residential rental property to obtain an annual Rental Business License and an inspection of every unit once every four years. All rental business licenses expires on December 31st each year and must be renewed annually. 26: For the Accessory Dwelling Unit (ADU) to remain in use, one of the residences on the property must be the primary residence of a person who owns at least 50% of the property. 27: A business license for the city is required if the residence is to be used as an adult family home. Please contact Cindy Wilkins, City of Tukwila Finance Department at (206) 431-3680 to apply for a business license. 28: Boarding Homes, which are defined as "a residential building or use which provides housing on a short term commercial basis for tenants", are not a permitted use in the Low Density Residential district. Property owner may not rent out individual bedrooms within the Adult Family Home/single-family dwelling. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0301 CONCRETE SLAB 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0201 FOOTING 0200 FOUNDATION WALL 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 0104 REMOVE STOP WORK 0104 REMOVE STOP WORK 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 11. Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 7347600500 4418 S 140TH ST KETO ADDITION DEVELOPMENT PERMIT Permit Number: D15-0248 Issue Date: 1/11/2016 Permit Expires On: 7/9/2016 Owner: Name: Address: KETO ASHU 4418 S 140TH ST, TUKWILA, WA, 98168 Contact Person: Name: ASHU KETO Phone: (206) 853-8725 Address: 4418 S 140 ST , TUKWILA, WA, 98168 Contractor: Name: OWNER - AFFIDAVIT ON FILE ASHU Phone: KETO License No: Expiration Date: Address: /1 Lender: Name: SELF FUNDED - ASHU KETO Address: 11/ DESCRIPTION OF WORK: ADDITION OF 240 SO FT ATTACHED GARAGE WITH 240 SQ FT LIVING SPACE ABOVE. ALSO 63 SQ FT UNCOVERED DECK/RAMP AND STAIRS TO UPPER FLOOR. REMODEL EXISTING UPPER FLOOR. Project Valuation: $99,171.08 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Fees Collected: $2,875.98 Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: 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 aid agree to the conditions attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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. f i 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 12: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 18: ***PUBLIC WORKS PERMIT CONDITIONS*** 19: 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. 20: 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. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 24: New surface water flow patterns shall match existing and not impact adjacent Properties. Coordinate with Public Works Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4046 SI-EPDXY/EXP CONC 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 1 f 1 CITY OF TUKYZ -LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION �tt�� 11 p�, I King Co Assessor's Tax No.: Site Address: `4i4 (V Su4 1 �(�' 5 ��1rllfty+; Suite Number: Floor: Tenant Name: pcSint New Tenant: ❑ Yes ❑.. No PROPERTY OWNER Name: 11 s k. k Address: n.415 , 1404, S t CityI-Ava; k_e• State: v./ A. Zip: ei srcg CONTACT PERSON — person receiving all project communication Name: A 5k it Address: , f i '$ S ' 1 Si - City: State: �✓ `v kt.Art t c. Zip: 96C6 Phone: b — 6353' Fax: Email: a5kLL k_avi 9, Lt sec wi GENERAL CONTRACTOR INFORMATION Company Name: S( Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: S_c_ i Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: _se_ t Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: w 02A Sl'Lu 16113 J Address: 44 i g S - /L W'I' S't City: � ,U KLA i l� State: j A. Zip: cgia_ H:\Applications\Forms-Applications On Line\2012 Applicationaermit Application Revised - 2-7-12.docx Revised: February 2012 Page 1 of 4 BUILDING PERMIT INFORMATI( - 206-431-3670 Valuation of Project (contractor's bid price): $ ? D 0 tJ D Existing Building Valuation: $ $ ]1 ~%, Q Db/'� A .mot A 2 L{ b Se er61,1,,, Cb,. --k -° i s fi Furor WizAt n:- LL) Describe the scope of work (please provide detailed information): 11 Li S 1 Olarcz Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC st I Floor 1 -5 sc C• 5� Vo(oci'SF 2"a Floor ' 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 214o s p. 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) *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? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes C, No If `yes', attach list of materials and storage locations on a separate 8-1/2" x I1 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:' pplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 2 of 4 PUBLIC WORKS PERMIT INFO,IATION — 206-433-0179 �J Scope of Work (please provide detailed information): Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... 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): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report 0 .. Bond El ... Insurance ❑... Easement(s) El...Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention Fire Protection Irrigation ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑... Right-of-way Use - Profit for less than 72 hours El...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut El...Pavement Cut 0...Looped Fire Line Domestic Water 0...Grease Interceptor ❑... Channelization ❑ ... Trench Excavation ❑... Utility Undergrounding 0 .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size " WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:WpplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN R R AUTHORIZED AGENT: Signature: Date: 9/7,9 / ( S Print Name: Day Telephone: 206- 2-5- Mailing Address: 4 4 ( 5 - ( V S' ''r' � G6UV t c ' W ! / 16f7 City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 BUILDING PERMIT INFORMATICS '' 206-431-3670 1 Valuation of Project (contractor's bid price): $ 0 -' Existing Building Valuation: $ Describe the scope of work (please provide detailed information): A,U C Y o)Vv` & LA.)v ray'( /_ p cj c�� jU► `v`1 „ f .S +t, c 3� dg be oQ,VUb ►t'l S Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 1 1 \ ----) I b 8 1 k'_. V S tJ ;44 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 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) *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? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7-12.docx Revised. February 2012 bh Page 2 of 4 ("" 1 11 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $10,521.23 D15-0248 Address: 4418 S 140TH ST Apn: 7347600500 $10,521.23 DEVELOPMENT $10,240.31 PLAN CHECK FEE R000.345.830.00.00 0.00 $4,621.84 PERMIT FEE R000.322.100.00.00 0.00 $5,618.47 TECHNOLOGY FEE $280.92 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14166 R000.322.900.04.00 0.00 $280.92 $10,521.23 Date Paid: Thursday, April 05, 2018 Paid By: ASHU KETO Pay Method: CASH Printed: Thursday, April 05, 2018 2:02 PM 1 of 1 CPR! SYSTEMS (•\ as Register Receip City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $2,256.98 D15-0248 Address: 4418 S 140TH ST Apn: 7347600500 $2,256.98 DEVELOPMENT $1,847.38 PERMIT FEE R000.322.100.00.00 0.00 $1,492.05 PLAN CHECK FEE R000.345.830.00.00 0.00 $350.83 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $335.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $42.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $42.50 TECHNOLOGY FEE $74.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7287 R000.322.900.04.00 0.00 $74.60 $2,256.98 Date Paid: Monday, January 11, 2016 Paid By: ASHU KETO Pay Method: CREDIT CARD H06076 Printed: Monday, January 11, 2016 4:03 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PAID $619.00 $619.00 $619.00 $619.00 $619.00 PermitTRAK D15-0248 Address: 4418 S 140TH ST Apn: 7347600500 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R6276 R000.345.830.00.00 0.00 Date Paid: Tuesday, September 29, 2015 Paid By: ASHU KETO Pay Method: CREDIT CARD H72901 Printed: Tuesday, September 29, 2015 9:10 AM 1 of 1 SYSTEMS Permit Number: D15-0248 Applied: 9/29/2015 Approved: 1/11/2016 Issued: 1/11/2016 Finaled: Status: EXPIRED Parent Permit: Parent Project: Details: Description:. KETO ADDITION Site Address: 4418 S 140TH ST City, State Zip Code: TUKWILA, WA 98168 Applicant: KETO ADDITION Owner: KETO ASHU Contractor: OWNER - AFFIDAVIT ON FILE ASHU KETO ADDITION OF 240 SQ FT ATTACHED GARAGE WITH 240 SQ FT LIVING SPACE ABOVE. ALSO 63 SQ FT UNCOVERED DECK/RAMP AND STAIRS TO UPPER FLOOR. REMODEL EXISTING UPPER FLOOR. REVISION #1: REMODEL OF A 3 BEDROOM HOUSE TO A 9 BEDROOM HOUSE WITH A 1,000 SQ FT ADU CONSISTING OF ONE BEDROOM, ONE BATHROOM AND ONE KITCHEN. ADDING4,460 SQ FT OF LIVING SPACE,400 SQ FT OF GARAGE AND 210 SQ FT OF COVERED DECK. FOUR PARKING SPACES HAVE BEEN ADDED TO THE BACK.. f , S IO jam'., SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS SI-EPDXY_EXP CONC Bill Centen Notes: FOOTING Bill Centen Notes: LATH_GYPSUM BOARD Bill Centen Notes: WALL INSULATION Bill Centen Notes: SLAB FLOOR INSUL Bill Centen Notes: ROOF_CEILI N G INSUL Bill Centen Notes: CONCRETE SLAB Bill Centen 2068538725 Notes: Printed: Monday, 08 November, 2021 1 of 5 FRAMING 1 Bit Centen —1— 2068538725 Notes: GLAIING Bill Centen 2068538725 Notes: UNDERFLOOR FRAMING Bit Centen 20682068538725 Notes: FOUNDATION WALL Bit Centen 2068538./25 Notes: 4/23/2017 5:33 PM Ashu Keto Contact Narrie: Ashu Keto Site Address: 4418 S 140TH ST Phone: 2068538725 e-Mail: ashuketo@yahoo.com BUILDING FINAL** Bit Centen Notes: REMOVE STOP WORK Bit Centen Notes: FOOTING Bit Centen Notes: CONCRETE SLAB Bit Centen 2068538725 ------] Notes: PLANNING FINAL Max Baker Notes: CURB ACCESS SDW Scott Moore Notes: EROSION MEASURES FNL Scott Moore Notes: Printed: Monday, 08 November, 2021 2 of 5 PUBLIC WORKS FINAL Scott Moore Notes: 2/11/2016 2/11/2016 FOOTING KC Ellis NOT APPROVED Notes: Provide approved plans on site, permit, site plan and string east property line. Call for reinspection. 2/11/2016 AM 2/11/2016 CONCRETE SLAB KC Ellis NOT APPROVED 26266 Notes: FOOTING AND FOUNDATION WALL NOT OK. PROVIDE: APPROVED PLANS ON SITE, PERMIT, SITE PLAN, STRING EAST PROPERTY LINE 3/21/2016 AM 3/21/2016 FOOTING KC Ellis APPROVED 435925 Notes: Remove mud and water from forms prior to any concrete pour 3/21/2016 3/21/2016 FOUNDATION WALL KC Ellis APPROVED Notes: Setbacks ok 4/21/2017 AM 4/25/2017 REMOVE STOP WORK Lee Sipe PARTIAL APPROVAL 132521 Notes: 4/19/2018 AM 4/19/2018 FOOTING Bill Centen NOT APPROVED 55794 Notes: 4/19/2018 - BC 1. Knocked on door. No answer5. 2. No plans onsite. 3. Please post address. 4/20/2018 4/20/2018 FOOTING Lee Sipe NOT APPROVED Notes: Plans are incomplete missing sht. S3. (office contacted Engineer for revision sheet.) 4/20/2018 PM 4/20/2018 FOOTING Lee Sipe NOT APPROVED 75037 Notes: Plans are incomplete, missing sheet S3. (office contacted Engineer for revision.) Plans are incomplete, missing sheet S3. (office contacted Engineer for revision.) 5/18/2018 AM 5/18/2018 FOOTING Lee Sipe NOT APPROVED 55667 Notes: No permit or plans on site. (knocked no answer at door) 5/23/2018 AM 5/23/2018 FOOTING Bill Centen APPROVED I 435183 Notes: Printed: Monday, 08 November, 2021 3 of 5 5/23/2018 5/23/2018 FOUNDATION WALL Bill Centen APPROVED Notes: 11/19/2018 PM 11/19/2018 ROOF SHEATHING Bill Centen NOT APPROVED 341667 Notes: 4/23/2017 5:31 PM Ashu Keto Contact Name: Ashu Keto Site Address: 4418 S 140TH ST Phone: 2068538725 e-Mail: ashuketo@yahoo.com 11/19/2018 - BC 1. Need to re -nail asphalt shingles due to nail size was too short. 11/19/2018 11/19/2018 WALL SHEATHING_ SHEAR Bill Centen PARTIAL APPROVAL eTRAKiT Inspection Request Notes: 4/23/2017 5:32 PM Ashu Keto Contact Name: Ashu Keto Site Address: 4418 S 140TH ST Phone: 2068538725 e-Mail: ashuketo@yahoo.com 11/19/2018 - BC Partial Approval - Ok to side East side of house only. 5/13/2019 AM 5/13/2019 WALL SHEATHING_SHEAR Bill Centen NOT APPROVED 545265 Notes: 1. Detail 6 of S-2 A-35's required at top plate to 2nd floor. 2. Install Floor joists per approved plans on cantilever. 11/8/2019 AM 11/8/2019 WALL SHEATHING_ SHEAR Bill Centen PARTIAL APPROVAL 593791 Notes: *West side of house only Ok to side this side of house. 11/6/2020 AM 11/6/2020 CONCRETE SLAB Bill Centen NOT APPROVED 2068538725 Notes: 1. Cancelled 11/6/2020 AM 11/6/2020 FRAMING Bill Centen NOT APPROVED 2068538725 Notes: 4/23/2017 5:34 PM Ashu Keto Contact Name: Ashu Keto Site Address: 4418 5 140TH ST Phone: 2068538725 e-Mail: ashuketo@yahoo.com 1. Not ready for inspection. Need electrical signed off before calling next framing inspection. Poly seal is not done. Printed: Monday, 08 November, 2021 4 of 5 ••in- i1 2. Not a complete list. No inspection performed at this time. 11/6/2020 AM 11/6/2020 GLAZING Bill Centen PARTIAL APPROVAL 2068538725 Notes: *Windows have been wrapped and flashed - Ok 1. Still need to inspect Glazing at Building Final inspection. Verify bedroom egress sizes, window sill hieght, and safety glazing requirements at hazardous locations and exterior Glass guaedrail panels (Must be able to identify etched safety glazed marking). 11/6/2020 AM 11/6/2020 ROOF SHEATHING Bill Centen APPROVED 2068538725 Notes: 11/6/2020 AM 11/6/2020 UNDERFLOOR FRAMING Bill Centen NOT APPROVED 2068538725 Notes: 1. Will inspect at next Framing inspection. 11/6/2020 11/6/2020 WALL SHEATHING_SHEAR Bill Centen APPROVED 593791 Notes: 11/6/2020 AM 11/6/2020 EROSION MEASURES Eric Pritchard APPROVED 2068538725 Notes: Grass seed is germinating, no other exposed soils. 11/6/2020 AM 11/6/2020 STORM DRAINAGE Eric Pritchard APPROVED 2068538725 Notes: Plans do not show any additional storm drainage structures. I discussed placing splash blocks under the downspouts with the contractor. OK to proceed. 5/6/2021 AM 5/6/2021 CONCRETE SLAB Ted Christie NOT APPROVED 2068538725 Notes: On site for concrete slab inspection and review. Client requests on site review of current condition which is not ready and requests extension of permit due to extenuating circumstances. Not ready for inspection. Printed: Monday, 08 November, 2021 5 of 5 N / 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME E To b <1 V r'_W/►Pri%u11 G PERMIT # t5 — 0 ;_-1.S 1414s 5 • 1+o 141 S-) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 2a Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 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 a c) a a - 4-@®---- 5. Enter total excavation volume —' cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. $250 (1) $ 2 S-9-oe-(4) QUANTITY IN CUBIC YARDS Up to 50 CY 51 — 100 101 — 1,000 RATE Free $23.50 1,001 — 10,000 10,001 — 100,000 100,001 — 200,000 200,001 or more GRADING Plan Review Fees $37.00 $49.25 $49.25 for 1 s1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. $269.75 for 1s1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. $402.25 for 1' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. $ _ TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 29 ? s'- — Jtt08 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01/01/14 CORRECTION LTR#_2p______ (5) RECEIVED CITY OF TUKWILA NOV 10 2015 PIQfli r renlrcx l BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 4-2 5L' —g78g-(6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the 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 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 (7) (8) -27 $ 2_ 9) f1 l 1 / 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 $ _ 0.00 (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 $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 14- - _-0700 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 N. Permanent and Water Only Meters ---- Size (inches) InstallAie Cascade Water Alliance RCFC 01.01.2014—12.31.201 / Total Fee 0.75 $625 $600,5'" $6630 1 $1125 542.50 $16,137.50 1.5 $2425 ,/$ C 025 $32,450 2 $2825 // $48,041a, $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 01/01/14 Temporary Meter 0.75" $300 2.5" $1,500 3 ' Clear Form r STRUCTURAL CALCULATIONS FOR ADDITION TO KETO RESIDENGE at 4415 s 14Oth st Tukwila wa 418165 PREPARED BY: wood -framed residential structural engineering services by An ex -framer (206) 460 - 4730 changahnpe@gmail.com 30919 Pacific Hwy S Federal Way, WA 98003 Exp. I-4-201q FOR.. PERMIT ONLY iiff5 occinerrr ETAS BM PREPARED P R PSRflrT APPLICATION A.4D IS SUB - ACT TO REVIEW AND MCDfl CA1 DS BY GoramairrALAMSCEtS. IST SUBMITTAL: IO-I8-2OI7 b1soM8 COVER + 3 Pages :�� :._ 1\/._�J ''C •__ 01)E C;O; 4PLIANC:L APPROVED JAR23Z(fl City of Tukwila BU11 DliS1G ► ,r ��w CORRECTION LTR# 3 ninliSION 10.1_ RECEIVED CITY OF TU6KWILA OCT 19 2017 PERMIT CENTER FLOOR JOIST SPAN TABLE 1/480 Live Load Deflection ADDITION TO KETO RESIDENCE at 4418 s 14Oth st Tukwila wa c18168 Depth Tll 4U PSF Live laad 710 PSF Oead,load 40 PSF Live toad /_ 20,PSF O ad Load 12'o.c. 1 e.c. 19:2"ec. 24*e.c. o.. "0'r►c t .2"o:e:` 24"oc. 0 " 110 16'-5" 15'-0" 14'-2" 13'-2" 16'-5" 15`-0" 13'-11" 12'-5" 210 17'-3" 15' 9" 17 -8- 16 -2' 141-10". 15 -3 13" .10" 14 -2 l7' 3" 17 -8 1 15' 9" 16 2 14' 10" 15-3 13'-8" 14-2 230 117/6" 110 - 19'-6" 17 `-10" 20'-fi" 8 8" 16'10" 17'-8" 15'-5" U 19'-6" 20'-6" j 17' 3" � l5'-8" 14'-0" W 210 1 16'-5" 18'-8" 17'-3" 15-1-5"41 230 21'-0" 19'-2" 22' 11" 20' 11" 26'-1"m - . -23'-8" 18'-1" ...19'-8" 22'-4" T 16'40" 18' 4° 20'-9" 21'-O" 22' 1P" 26'-1" 1 .._ 19'-2" 20' 11" 23' S" 18'-1" ..:m..19'-8" 22'-4" 16' 3"af 17'10"di .. 20,-9" 360 560 14' 110 22'-2" I 20'-3" 18'-9" 16'-9"t►t 21`-8" 23`-3" --23IS1_" i 18'-9" 2.. 0' 7" 21'$; I 17'-1"t1y 14'-7' ) 16" ©) ....... 171,l1p 20'-0" 20'-6" 18'-4"er 19'-1" ?18' 9' m 19'-9" 230 23'40" 21'-9" 360 26'-0" 23'-8" 22'-4" 20'-9" ll) 26'-0" 23'-8" 22'-4"0) 17 -1©"©? 560 29'-6" i 26'-10" ' 25'-4" 23'-6" 29'6" ' 28'-10" 25'-4"n) 20'4111) 16" 210 25'-9" 23'-6" + 22'-0"1l 19'-5"a) 20'-7"0l 21'-5''O) 25'-5" 22'-0"0l 23`-2" 20'4"al I 21'-2"a) 16' 2"a) —iT l'rO) 230 q 26'-5" 24'-1" 22'-9" 24'-8" 0- 1&'-5" 36tl 28'-9"t 26'-0" -- --18'-9" { 26'-3'KU i 22`-4"ai- 17'-10"0) 560 32'-8" I 29'-8" 28'-0" 25'-2" al 3r-8' ! 19'-0 i 26'-3"Ell 20'-lro U.S. Geological Survey - Earthquake Hazards Program 4418 S 14OTH ST TUKWILA Latitude = 47.478°N, Longitude = 122.278°W Location Ss= 1.496 g S1= 0.5.10 g SMS= 1.796 g SM1 = 0.912g1 Sos= 1.197g 5D1 = 0.608 gl Reference Document 2015 N EH RP Provisions Site Class D (default): Stiff Soil Risk Category Iorliorill 1 Since the Site Class is D and Si >- 0.2 g, site -specific ground motions might be required. See Section 11.4.7 of the 2015 HER RP Provisions. .s MCE, Spectrum Naied, T 4xc1 Design Response Spectrum ot�tod, r tse0 Page I LATERAL DESIGN SHEAR WALL SCHEDULE A * Shear: • Frrdcrene: • E • Field. • 5111. • Block: 260 pIf (seismic); 364 pi? (whd) 3/8" 0913 2x PF at 16' o.c., Block All Patel Edges 8d Common o 6' o.c. ed Common o 12" oz. LTP4 to 16' o.c. at LVL/L5L Rim or (4)I6d Sinker every 16" Into 1.15' M. 9" Joist/Block A34 a 12" o.c. or A35/ LTP4 a I6"o.c o LVL/LSL Rim or (4)16d Sinker every I6"(one at 35"o.c) O "I' Joist/Block ® 350 Of (seismic); 440 plf (wind) • 5hea^: 3/8' 05B • Frame: 2x OF at 16' oz, Block All Panel Edges • 3d Common a 4' oz. • Field: 8d Common O 12' oz. • 5111. LTP4 0 12" o.c. at LVL/L5L Rim or (6)16d Sinker In 2 rows every lb" Into (2) I.15' wide or (I) 25" "I" Joist/Block • Block: (2)A34 a I6' 04. or A35/ LTP4 a I2' oz. at LVL/L5L Rim or (5)16d Sinker In 2 Rows every I6"(one at 6"oa) a 'I" Joist/Block 440 plf (seismic); 686 pIf (wind) • S• hear: 3/3' 055 • Frame: 2x PF at 16' o.c., Block All Panel Edges 3x or 2-2x studs shall be used at allcbutting panel edges. (Stitch roll 2-2x w/I6d sinker O 4" oz) The foundation sill shall be 5x P.TD.F. • Edge. 8d Gannon o 3" oz. staggered • Field: 8d Comma a 12' oz. • 5111. LTP4 a 10" oz. at LVL/LSL Rim or (3)I6d Sinker In 2 rows every 16" Into (2) I.15" wide or (I) 2.5" "I" Joist/Block • Block. A54 a 6" o.c. or A35/ LTP4 a 10"oz. at LVLh.SL Rim or (8)I6d Sinker In 2 rows every I6"(one at 3.5"o.c) a "I' Joist/Block R • Shear. * Frame: * Field • 5111: • Block: 980 plf (seismic); 13i2 plf (wind) 3/8" 05B Both sides 2x OF at 16" o.papoyk All Panel Edges 3x or 2-2x studs shall be used at all abutting panel edges. (Stitch nail 2-2x w/I6d sinker O 4' 04) Top t sill plates shall be 3x4 or 2x6 D.F. The foundation sill shall be 3x P.TD.F. Note: Offset panel Joints on opposite sides to fall on different 2-2x studs, or stud shall be 3x min. and nails on each side shall be s red. 84 Common a 3' oz. s red 8d Common o 12" oz. LT124 0 8" oz. anci (6) Ibd Sinker every lb" or (3) 1/2" dla x 6" lag screws (1' long in 3'x sill) every 16" or (4) 5D5 I/4"x4-I/2" screws (6' long at 3x silll) every 16" Into min. 35"x Blk/Rhi/Beam. (3)A35, LTP4 or (2) LTPS every 16' ADDITION TO KETO RESIDENCE at 441E s 14Oth st Tukwila wan g8165 • Sheer: • Frame: • EEddgqee, • FIeTd: • Sill: • Block: 640 plf (seismic); 846 plf (wind) 3/8" 05B 2x DF at 16' 04., Block All Pawl s. 3x members shall be used at all pawl edges. The foundation sill shall be 3x P.TD.F. 8d Common a 2' oz. staggered 8d Common o 12' oz. LTP4 a 8" o.c. at LVLA.SL Rim or (10)16d Sinker In 2 rows every 16" Into (2) 1.15" wide or (I) 25" 9' Joist/Block A35/ LTP4 • 6" O.G. * Shea': * Frame: * Edge: * Field: • 5111: • Block: 1280 plf (seismic); 1142 pi! (wind) 3/8' 05B Both sides 2x PF at 16' oz., Block All Panel Edges 3x members shall be used at all abutting panel edges . Top 8 sill plates shall be 3x4 or 2x6 D.F. The foundation sill shall be 3x P.TD.F. 8d Common 0 2" oz. staggered 84 common 0 12' L1124 0 8' 04. 2 (6) I6d Sinker every 16" or (3) 1/2' dla x 6' lag screws (1' long In 3"x sill) every 16" or (4) 5175 I/4'x4-I/2" screws (6' long at 5x 91111) every 16" Into min. 35'x Blk/Rim/Bean. (3)LTPS or (2) L540 every 16" A 110 plf (seismic); 1018 pIf (wind) • Shear: 15/32 05B * Frame: 2x PF at 16' oz., Block All Panel des. 3x members shall be used at all abutting panel edges. The foundation sill shall be 3x P.TD.F. • Edge: I0d Common a 2" oz. staggered • Field: I0d Common 0 12' o.c. • 5111: LTP4 0 6" oz. at LVL/LSL Rim or (4) 3/8' dig x b" Lag Screws or (4) 5D5 I/4"x4-I/2' screws every lb' Into min. 35" Bm/Blk. • Block: A35, LTP4 0 6'o.c. Page 2 ® 810 plf (seismic); 1218 plf (wind) * Shear: 14/32 053 or 15/32" 5truct I grade 055 • Frame. 2x DF at 16" oz., Block All Panel Edges. 3x members shall be used at all abutting panel edges . The foundation sill shall be 3x P.TD.F. • Edge: I0d Common a 2" oz. staggered • Field. IOd Common a 12" • 5111: LTP5 0 6" oz. at LVL/LSL Rim or (4) 3/8" dig x 6" Lag Screws or (4) 5175 I/4"x4-I/2" screws every 16' Into min. 55" Bm/BIk. • Block: (3)A35/LTPS ADDITION TO KETO RESIDENCE at 4418 s I4Oth st Tukwila wa 15168 WIND LOAD CALCULATIONS PER GBG 2013 / ASGE 1-10 BASED ON ASGE/SEI, CHAPTER 2'7, DIRECTIONAL PROCEDURE PART I RISK CATEGORY: II (GBG 2013 TABLE 1604.5 / ASGE 1-10 TABLE 1.5-1 BUILDING TYPE: ENCLOSED BASIC WIND SPEED: 110 MPH (FIG. 26-5-IA) EXPOSURE: G (SEC. 26.1) PRESSURED BUILDING MEAN ROOF HEIGHT = 25 FT. WIND LOAD PARAMETERS: WIND DIRECTIONAL FACTOR, Kd = 0.85 (TABLE 26.6-1) TOPOGRAPHIC FACTOR, Kzt = 1.0 GUST EFFECT FACTOR, G = 0.85 (SEC. 26.41.1) INTERNAL PRESSURE COEF, GCpI = 0.18 (TABLE 26-11-1) VELOCITY PRESSURE EXPOSURE COEF, Kz = 0.414 (TABLE 21.3-1) VELOCITY PRESSURE, qz = 0.00256 (0.(44) (1.0) (0.85) (I10)2= 24.'I4 P5F ASSUMED BUILDING LENGTH/DEPTH = 1 Cp WINDWARD WALL = 0.8 (FIG. 21.4-1) Cp LEEWARD WALL = -0.5 DESIGN WIND PRESSURE, p = (q) (G) (Cp) - (chi) (G) (Cpl) (EQ. LRFD WINDWARD WALL = 24.'74 PSF (0.85 x 0.8 + 0.18) = 21.3 PSF LEEWARD WALL = 24.'14 PSF (0.5 x 0.8 + 0.18) = 15.0 PSF ASD 0.61N (CBC 1605.3) 16.0 PSF MIN. WINDWARD WALL = 12.8 PSF PE516N LOADS LEEWARD WALL = q.b PSF SEISMIG LOAD GALGULAT I ON5 PER GBC 2013 / ASGE 1-10 SITE SPECIFICS Ss = 1.4410 51 = 0.510 T = 12.0 SITE GLASS = D BUILDING SPECIFICS SEISMIC RESISTING SYSTEM(TABLE 12.2-I) = AI3 LIGHT -FRAMED WALLS WITH WOOD PANELS IMP FACTOR (TABLE 11.5-I) = 1.0 RESPONSE MODIFICATION COEFFICIENT, R (TABLE 12.2-I) = 6.5 MEAN ROOF HEIGHT = 25.0 FT OCCUPANCY CATEGORY (TABLE I6-K) = 11 SEISMIC DESIGN CATEGORY = E CALCULATED VALUES Fa (TABLE 11.4-I) = 1.0 Fv (TABLE 11.4-2) = 15 5ms (EQ.11.4-I) = 1.5 Sml (EQ.11.4-2) = 0.411 5ds (EQ.11.4-3) = 1.0 Scc (EQ.11.4-4) = 0.65 Gt (TABLE 12.5-2) = 0.02 T (EG.I2.8-1) = 0.141 Gsl (EQ.I2.8-2) = 0.15 Cs2 (EQ.I2.8-3 OR EQ.I2.8-4) = 0.52 Cs3 (EG.I2.8-5) = 0.01 Cs4 (EQ.12.5-6) = 0.05 Gs = 0.15 Rho = 1.0 CALCULATED BASE SHEAR COEFFICIENT = 0.15 E = RHO X V = 0.15 17E516N LOADS DESIGN FOR WIND LOAD 20 PSF (CONSERVATIVE) SHEARWALL DESIGN LEFT EXT.WALL: P2 OKAY BY INSP. RIGHT EXT. WALL: P2 OKAY BY INSP. FRONT EXT. WALL: P4 OKAY BY INSP. INTERIA SHEARWALL: P4 OKAY BY INSP. Final Calculation) Original + Rev #1 Revision #1 Original Plans o�o o Lei i� M CO N m r-I 880 rn en 00 000 0� O 00 Lei' i/'} o O 738 N c-I-I 880 lD en 06 81 0 N O , I& r_i , O , , Lip z 4. „ .._ _-_ _—_. 0 M 00 N O M O O ;l 4S r-I S, • 0/eh o o Lr) ih .I.eT J co 0 0 O 0 Lr) in- 240 m tn O 3 > G 8 ta. el L v- r-4 L O LL N Basement Garage Y CIU Ramp (Deck) t Q CO Total Based on Occupancy Type 0 EL rn o 3305 0o in M N 00 r-I let m 210 4045 Lei' in- Totals Based on Occupancy Type 1 tD M O N N Lr1 N .- 1 o0 r^-I Ln r-1 0 o 0 00 °1 740 Lri i. O O lD N Lei ih Y Garage Carport QJ VI H 0 ce N 00 m r-1 M 00 M 00 M O M u. J H 0 + f b✓A-o 1t vY 4 4- + + ++ l��' `1iony ++ :++ +r v•)/ 5-7,0 J2! '74D 2j \D-eat/05151-A,05„,m)Lcu4s___Q__, ).9 -(160 1. ?zio y dock RECEIVED JAN 23 2018 MINT CSMdER ANA 1A t bec 'b one_ c,„4 e Gj CA-v'o ZTh _ -pa LuY RacMIle Ripley From: Sent: To: Subject: Hi Ashu, Rachelle Ripley Friday, January 26, 2018 11:43 AM 'ASHUKETO@YAHOO.COM' Fee and Square Footage Calculations When you were in yesterday you had questions about the fees owing. Can you provide us with what you believe the new square footages were with you original submittal, as well as revision #1. Please provide a breakdown as follows: Original Submittal Revision #1 Uncovered Deck: Covered Deck: Garage: Living Space: Feel free to contact me with any questions. Thank you, Rachelle Ripley Permit Technician I City of Tukwila 630o Southcenter Bl, Suite too I Tukwila, WA 98188 T: 206.433.7165 I F: 2o6.431.3665 Rachelle.Ripleyna TukwilaWA.gov I http://www.TukwilaWA.gov It sF 1 4- Czilits-6)1 c;t n-e 3 96 Sr eiv�►�9 SP e 'sZO ,'F D� 2/ O s g jg�22 fox, 26 . s tiltv ritoH Current value with Planning and Building calculations Va uatitn'Detai s' Job V tie_ $692,730:08 AVA Add Valuations 1 ➢ 4l` Description Model Home Calc QTY Units Unit. Cost Amount c I ➢ ce ➢ c. ) ce $24, 481.08 VB-UTILITY, MISCELLANEOUS 98 EA $7 86 $770 28 DECK VB-UTILITY, MISCELLANEOUS 400 EA $50.52 $20,208.00 PRIVATE GARAGE VB-UTILITY, MISCELLANEOUS CARPORT 210 EA $16.68 $3,502.80 TENANT IMPROVEMENT VALUE R-3 c. ➢ cl ➢ tl ➢ 5000 EA $1.00 $5,000.00 $661,555.00 VB-RESIDENTIAL, ONE- AND TWO-740 EA $123.92 $91,700.80 FAMILY VB-RESIDENTIAL, ONE- AND TWO60 EA $127.77 $569,854.20 FAMILY PUB WORKS Job Value $1,700.00 $692,736.08 Financial iniormafivn arged_ $14,370.86 l atct $ , 75.98 Due: $11.5t3D 88 Adjusted value after Original and Rev #1 Job Value: 539,7 :r Add Valuations Description Model Home Cak QTY Units Unit Cost Amount D U C f 3 VB-UTILITY, MISCELLANEOUS DECK ( ) VB-UTILITY, MISCELLANEOUS L1 PRIVATE GARAGE r r )J VB-UTILITY, MISCELLANEOUS CARPORT rr ) 4. <� ) $24,082_50 73 EA $7.86 $573.78 396 EA $50.52 $20,005_92 210 EA $16.68 $3,502.80 TENANT IMPROVEMENT VALUE 5000 EA $1.00 $5,000.00 TENANT IMPROVEMENT VALUE -5000 EA $t-00 ($5,000.00) R-3 $513,980.65 VB-RESIDENTIAL, ONE- AND TW0. r r J FAMILY 740 ( VB-RESIDENTIAL, ONE- AND TWO-3305 J FAMILY 3305 ) PUB WORKS EA $123.92 $91,700.80 EA $127.77 $422,279.85 $1,700.00 la Job Value: S539,763.15 Financial 6nfarmaiion Charged: S12,574.3 aId` 2875.98 Due: $9,698.38 +. tx4 + 10NvF 14-Floor *t Dt '3r _ Y'.-flooy +fin/ NW ::.g0 .+- ++- Sc64/ - Floor fiQor —" .. /1$`6 N(q wjl�fi�1t — 11 Columnl 1st floor 2nd/1/2 floor basement garage Deck oin 2nd floor 0 sf Deck on 1st floor 90 sf ramp/Deck 81 sf carport 0 sf original approved plan Revised plan 1671 sf 1,188 sf 1,359 sf 0 sf 288 sf v issue ('�Oo) 1,306 sf \cP, 620 sf (ram\ 4322 sf )alfsf 4 ('e/ -52Qsf 0 sf 0 sf wylt 0 Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D15-0248 Grantor: ASHU KETO, an individual Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along S. 139`h Street and adjacent to 4418 S. 144th Street. Abbreviated Work Description: Work within the City Right -of -Way for driveway access, storm drainage, and street use. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. y 0 0 Washington, residing at IN WITNESS WHEREOF, said individual has caused this instrument to be executed this IL_ day of joni..L.4.-eld , 201.$'.'0 Authoriz d .' ature / Gr STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that ASHU KETO is the person who appeared before me, and said individual acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the uses and purposes mentioned in this instrument. Name: 4A49ck NOTARY PUBLIC, in and for the State of C My commission expires: 0 0 DATED this 'ate day of c1Gc, 2016 GRANTEE: CITY of TUKWILA By: mod. A4JS4 -, Print Name: Bob Giberson Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 au% Name /NO,L4_ P1 I-1 t ✓4( NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: ( I! fJ " Page _ of City of Tukwila Department of Community Development 10/4/2021 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/2/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/2/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Elisa Villegas Permit Technician File No: D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 10/1/2018 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/19/2018. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/19/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, OA sPRachelle Ripley Permit Technician File No: D 15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Department of Community Development 10/1/2019 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/9/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/9/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 4/1/2019 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/18/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/18/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. S' cerely, oi Kandace Nichols Permit Technician File No: DI5-0248 Lctrb 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 3/1/2018 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/22/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/22/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, <1)0J Bill Rambo Permit Technician File No: D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Rachelle Ripley From: Sent: To: Cc: Subject: Good morning Ashu, Rachelle Ripley Friday, February 2, 2018 9:39 AM 'Ashu keto' Bill Rambo; Brenda Holt; Jerry Hight D15-0248 After reviewing your plans the final fees owing for your project are $10,521.23. The breakdown is as follows: Plan Check Fee: $4,621.84 Permit Fee: $5,618.47 Technology Fee: $280.92 The square footages calculated based on scaling your drawings are: Living Space: 3,602 SF Garage: 450 SF Covered Deck: 210 SF Total: 4,262 SF Plan check fee of $4,621.84 for the review that has been done on Revision 1 needs to be paid. If you have questions or concerns please contact me. Thank you, Rachelle Ripley Permit Technician I City of Tukwila 630o Southcenter Bl, Suite 100 I Tukwila, WA 98188 T: 206.433.7165 I F: 206.431.3665 Rachelle.Ripley@TukwilaWA.gov I http://www.TukwilaWA.gov 1 0 City of Tukwila Department of Community Development December 06, 2017 ASHU KETO 4418S140ST TUKWILA, WA 98168 RE: Correction Letter # 5 to Revision #1 DEVELOPMENT Permit Application Number D15-0248 KETO ADDITION - 4418 S 140 ST Dear ASHU KETO, 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: PLANNING - C DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Your current development proposal shows the following: Adult Family Home/House (Home): 15 bedrooms Accessory Dwelling Unit (ADU): 1 bedroom 8 outside parking spaces, 1 garage parking space (9 parking spaces total) Following the guidelines in the Tukwila Municipal Code (TMC), a 15 bedroom home would need 8 parking spaces (TMC Figure 18-7). In addition to these 8 spaces for the home, 2 spaces would need to be provided separately for the ADU, creating a need for 10 parking spaces onsite. However, only 6 parking spaces may be located outside (TMC 18.56.065.A.5). This means that you currently have too much parking on your property, but not enough to provide for the number of bedrooms in your home. To meet the requirements of the TMC, you must reduce the number of bedrooms you have in the main home from 15 to 9, and the number of parking spaces you have from 8 outside to 6 outside, and 1 inside the garage (7 parking spaces total). Allowed housing configuration: Adult Family Home/House (Home): 9 bedrooms Accessory Dwelling Unit (ADU): 1 bedroom 6 outside parking spaces, 1 garage parking space (7 parking spaces total) Additionally, the parking provided in the rear of the property may not be located in setback areas as is currently shown. The dimensions for the proposed rear parking area also appear to be inaccurate, with little/no access provided for vehicles to enter/exit the parking area. If you can not provide a parking space in the garage, you must reduce the total number of bedrooms by two, allowing for 7 bedrooms in the Adult Family Home/House. The wet bar on second story must be removed (only one kitchen unit is permitted per dwelling). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. tiinn .enuthrn»tor Rn„/rn,nr,1 V,,itn AM() • Tukwila Wnchinatnn 9R1RR • Phnne 20h-4.31-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accom ny 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. Sincerely, 1DJ-P RAJ Bill Rambo Permit Technician File No. D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206 431-3665 0 0 10/30/2017 Ashu Keto 4418 south 140th st Tukwila WA 98168 Permit number D15-0248 City of Tukwila Department of Community Development RECEI'v u CITY OF TIJKWILA PERMIT CENTER RE: Response to correction letter #4revision #1 for Keto Addition (D15-0248) Dear Mr. Johannessen (Building Department), I would like thank you for all the support and feedback you have been providing me throughout this process. Thank you for the options you listed on the letter. 1. After carefully reviewing the letter and exploring the city and state codes, I have decided to choose option A. This adult family home has been registered with the state of Washington since 2015 under a name "Compassionate Hearts Adult Family Homes LLC" and the UBI number is (603-559-545). it has been pending the city of Tukwila building and planning department to the approval to move forward with the planned building. 2. ADU or group 3 and the SF for the areas have been updated accordingly. 3. Windows and the elevation plan is consistent now 4. Al has been revised to reflect the roofing structure, measurement, and framing with cricket. 5. The windows are all mounted lower than 44" above the ground and minimum of 2' opening to meet egress requirement 6. All bedrooms and common areas except bathroom and kitchen will have combination of smoke alarm and carbon monoxide. REVISION NO �. 7. Stair wall directions for each floor have been shown Planning C 0 R R€ C: J£ N Dear Mr. Baker, L TR# I thank you for your patience during these reviews. Please find below the response for each sections you addressed. o 0 1. Yes the kitchen in the portion of the basement is installed to accommodate ADU. The ADU portion is now separated with a bold line to show on the plan and it would have a separate entrance with not access to the main floor. The ADY size is reduced to 995 SF. 2. The main floor (1t floor) is designed to be the Adult family home. The rooms on that floor are coded A-G. 6 for residents and one for a staff member. 3. The bedrooms are now reduced to 15 and on site car parking are increased to 10 and 2 other off street parking. 4. I still have some rooms and did not exhaust the space usage. 5. Total current proposed development area is now 4,917 SF I remain optimistic to be granted the permit and complete this project. Thank you all Sincerely Ashu Keto 0 City of Tukwila Department of Community Development October 26, 2017 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Correction Letter # 4 to Revision #1 DEVELOPMENT Permit Application Number D 15-0248 KETO ADDITION - 4418 S 140 ST Dear ASHU KETO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 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) First, I want to say I appreciate your efforts to get the engineering completed and it looks good. However, since last review the building and floor plans have changed considerably. Therefore, a new set of concerns shall need to be addressed to meet city and building code requirements as follows: 1. The new revised house plan now shows 20 bedrooms. This plan as proposed shall be classified as a boarding house Group R-1 occupancy containing sleeping units where the occupants are primarily transient in nature, with more than 10 occupants. This plan would no longer be classified or be allowed as an Adult Family Home (ADF) where many building elements don't meet code and no more than 6 bedrooms shall be allowed for an AFH. In both cases the AFH or an Accessory Dwelling Unit (ADU) cannot exceed 33 % of the main residence, what is shown is more than half. Also, in either case there would not be sufficient parking per the TMC Tukwila Municipal Code (see planning for requirements). At this time with the same proposed building plan and without changing anything structural, there may only be about two options. A. Enlarge the bedrooms by reducing the number of bedrooms and make useable code compliant AFH with no more than 6 bedrooms where it does not exceed the 33% of the main residence and be licensed by the State of Washington. The other portion of the house would be occupied by the main residence or staff. One portion could be an office for the AFH business. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 B. Remove most the bk...,pms and make into a single-family home with,ffice and no more than 33% an ADU. Keep in mind that 1-hour separations shall be required separating the main residence and ADU. Parking may need to be added to make compliant with TMC. Keep in mind that if you alter any structural components of the building or remove portions of the building, current structural engineering shall become void and require adjustments to the engineering by the engineer so as to be consistent with any changes. Removing or altering some interior nonstructural walls and not affected by the engineering (refer to engineer's plan set) may be ok. 2. Include on the plan front coversheet notes specifying change of use to whatever you decide i.e. Groupe R1 Boarding House or a Group R3 ADU, AFH or single-family residence. Adjust the square footage accordingly and show on the cover sheet. 3. I was noticing that some windows are not consistent with the elevation plans and the floor plans where some are missing on one and not on the other. Please revise to show consistency with each plan drawing where elevation windows and doors are consistent with the buildings floor plans. 4. Site plan front sheet A-1, the outline of the roof is not clear and hard to differentiate with all other lines and dimensions. Also, dimension numbers are too small to read. Clearly show outline of the roof with darker lines for example. It appears that the roof trusses are running in the same direction. Where the two roofs come together in the middle shall require a cricket to slope each way to remove rainwater from that area. Provide framing details. Revise all dimensions to be legible size fonts. 5. For each bedroom, indicate egress window. Also ensure the size of window meets code to include size of opening and where the window height is sized so the sill is no higher than 44 inches from the fmish floor. 6. Smoke alarms (SA) shall be located one inside each bedroom and one outside centered in the hallway and within close vicinity of the bedroom doors. Carbon Monoxide alarms shall be installed in the hallway within close vicinity of the bedroom doors. Where a cluster of bedrooms or other bedrooms are located a distance apart, additional detectors of each kind shall be also located within close vicinity of those bedrooms. 7. Show direction arrows for the center stairway each level, each sheet. In the future if you decide to change direction in scope of work or type of use of the residence building we invite you to come into the city building department and discuss the options with your proposals to see if what you propose is in line with local city and residential building codes. My intent is to help you and get you through this process and ultimately get your permit approved. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1). It appears that the installation of a kitchen within the daylight basement is meant to perform as part of an Accessory Dwelling Unit (ADU). ADUs may occupy no more than 33% of the square footage of the primary residence and a maximum of 1,000 square feet. The current proposed daylight level residence is estimated to be 1,965 sq. ft., which is over the maximum square footage allowed for an ADU. Applicant will need to remove one of the two proposed kitchens or reduce the size of the ADU to meet code. 2). Applicant will need to indicate which bedrooms/units are meant to house Adult Family Home residents and staff, and which will be utilized for other residents of the household. 3). Site plans show 20 bedrooms proposed within the structure. For single-family households and adult family homes, 2 parking spaces need to be provided for each dwelling unit that contains up to 3 bedrooms. 1 additional space must be provided for every 2 bedrooms in excess of 3 bedrooms in a dwelling unit. A 20 bedroom household would require at least 11 parking spaces. Site plan indicates four surface parking spots provided within new parking area along with one parking space within the garage, totaling 5 parking spaces. An additional six spaces would need to be provided on site. 4). Maximum Building Footprint for 8,855 square foot lot is 2,839 square feet. Current proposed building footprint is 2,709 square feet. 5). Maximum Development Area for 8,855 square foot lot is 5,850 square feet. Current proposed development area is approximately 5,130 square feet. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plansspecifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a' Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 Thank you all Since ely As u Keto 10/19/2017 Ashu Keto 4418 south 140th st Tukwila WA 98168 Permit number D15-0248 City of Tukwila Department of Community Development RE: Response to revision #1 for Keto Addition (D15-0248) Dear Sir/Madam: 1. I agree with you in revising my plans in detail, I have identified areas of the plan that did not match what was approved and hired a licensed architect and engineer to correct the work and do structural reviews 2. Up on next inspection, I would make all areas accessible 3. All Rooms are redesigned to meet the code requirement and have adequate windows in case of emergency. 4. Adequate heating is available in all the areas that are currently used. 5. Smoke alarm and carbon monoxide detectors are being installed and as soon as the stop work is lifted, I would install the right away. Planning The areas of usage are properly measured and consistent with the building. This project is expanding to accommodate enough living space for my family and operate an adult family home business. I remain optimistic to be granted the permit and complete this project. CORRE TION LTR # REVISION NOL bIS' ox9 RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTER City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 24, 2017 Ashu Keto 4418 S 140th St Tukwila, WA 98168 RE: Request for Extension #3 Permit Number D15-0248 Dear Mr. Keto, This letter is in response to your written request for an extension to Permit D15-0248. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 22, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, l� Rachelle Ripl Permit Technician 1Q/1)1(w) ey File: Permit No. D15-0248 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0 4/o/lb/z0i7 fee kc a uE---5-7 p)R_ C—X 1 0,4„i✓ 7wkitli La tc,�,lc,�,iv�Ol, GC.e_fattnzfrui- yatA, wtszi 1'61,W); itcGsg rt-sY -2�—�1� �s%rhinefclu_ n Of va `/I-e•uotn( 1.0-yuye (;(,t-e &(A)->e. ti<Le_ g -rz5Y -/-e44.4 "L“rzt-otia_ to rs/Si 07.l 46;5 92 J 7 ram- sli Y1 . TA-ciAAA‹- sUU� (12 cw c-e. RECEIVED CITY OF TUKWILA OCT 16 2017 `S' nc`"vaR�jNi PERMIT CENTER `9 s- /z7L-0- sfi Request for Extension # Current Expiration Date: 10`22I11 Extension Request: Approved for Denied (provide explanation) days Signature/Initials 0 City of Tukwila Department of Community Development 8/31/2017 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/22/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/22/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 o c, City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director May 19, 2017 KETO ASHU 4418 S.140TH ST TUKWILA, WA 98168 Re: Permit # D15-0248 Dear Keto ASHU, On Thursday May 18, 2017 planning Supervisor Minnie Dhaliwal, Building Inspector Lee Sipe, Building Official Jerry Hight, Assistant Planner Maxwell Baker and I, met to have a conference and go over your latest plan submittal. As we were looking over the planners set of plans we discovered that there -are a lot of inconsistencies in comparison with the set I was given for review. Some items seen on planning's set were whited out, the design was altered and does not match the set I was reviewing. There are so many discrepancies or inconsistencies in the plan sets, that it has now become practically impossible to continue with plan review from all departments involved. Therefore, at the meeting on Thursday we all have decided that it shall be necessary to have a registered design professional (architect), for submittal of 4 new sets of plans that are professionally drawn for this project. Please note that if there are any further changes to the existing buildings floorplan, a structural analysis shall be required by an engineer to verify the alterations comply with current codes. The architect shall be made aware of any potential structural concerns requiring structural analysis by an engineer. The building department has had numerous discussions, meetings, site visits and exhausted every effort to help you through the many plan changes, building alterations including the many inconsistencies with the floor plan designs matching the existing building floor plan. Please note that the existing set of plans shall no longer be accepted for review, only those that are again drawn by a registered design professional in the State of Washington. Please submit 4 new set of architecturally drawn plans as described above. Any further questions or discussions to this requirement may be directed to the Building Official Jerry Hight. Respectfully, Allen Johannessen Plans examiner City of Tukwila CORRECTION LTR# 3 REVISION NO: I Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 4 4/18/2017 Ashu Keto 4418 south 140th st Tukwila WA 98168 Permit number D15-0248 City of Tukwila Department of Community Development CORRECTION LTR# Z +0 REVISION NO..L RE: Response to revision #1 for Keto Addition (D15-0248) Dear Sir/Madam: This letter is in response to the correction letter for revision #1 dated 3/20/17. 1. I agree with you in revising my plans in detail, I have identified areas of the plan that did not match what was approved and corrected them to reflect the actual project. Some of these changes are location of door on the basement floor and main floors as well as the location of fireplace in the basement. 2. Yes there was cooking appliance stored there but that room neither used for cooking nor sleeping. I was in the store and had to run to get to your guys when I was contacted half hour early made to you but left the in the truck at Lowes store and did not have access to the rooms. I take full responsibility on that. The wall separating the two rooms as well as those tinny stairs that resulted a fall of your fellow has been removed in attempt to make it safer and assure that the room is not used for sleeping or cooking. 3. Yes I am sorry I left the car in the truck at the store and left my keys with them with my wife. That was not very convenient to all of you and it will not happen again. I want to abiff ILA tJt$ 02!-I 8 APR 202011 PERMIT CENTER 0 0 its intention is to accommodate adults and for adult family home use and not for rental or any other purpose. I have large family members who are currently staying with me until the business started and those rooms (the existing ones) are used to temporarily accommodate my extended family members. Sufficient hot and cold water is available in the area of the basement and there are temporary setups for the upper floor as well. 4. Rooms that are being used for sleeping have windows to meet requirements in case of emergency. 5. Adequate heating is available in all the areas that are currently used. 6. Smoke alarm and carbon monoxide detectors are being installed and as soon as the stop work is lifted, I would install the right away. Planning I have worked on them to make the measurements accurate and consistent with what was approve. I remain optimistic to be granted the permit and complete this project. I am also suspending the addition of previously proposed areas and move forward with what was permitted. Sincerely City of Tukwila Department of Community Development March 20, 2017 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Correction Letter #1 to Revision #1 DEVELOPMENT Permit Application Number D15-0248 KETO ADDITION - 4418 S 140 ST Dear ASHU KETO, 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 - C 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) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) On March 9, 2017, staff visited the project at your request, to clarify possible discrepancies between the approved plan set and current construction of the project. Unfortunately, during our visit we observed that the approved plans do not match the construction and fire, life, and safety violations were discovered that resulted in the City of Tukwila posting Stop Work order. A summary of these observations are as follows: 1. Approved plans do not match what is being constructed. Provide revised plans stamped and sealed, and prepared by a licensed state design professional. 2. The top floor attic bedroom; a. Had a cooking appliance. Remove cooking appliance (fire hazard). b. Bed headboard blocked egress window. Egress openings are not to be obstructed. 3. Several areas were locked and access was denied. All areas of the project under permit is to be accessible for inspection. From our observation, the locked bedrooms had what appeared to be that of a boarding house where other unrelated individuals are occupying the separate bedrooms with bedroom doors having individually installed door locks. Please be advised that this property is zoned for single family residence [Group R-3 occupancy] and is not permitted to house boarders [Group R-2 occupancy] in which the occupants are provided sleeping accommodations or meals and accommodations for a fee. * Please be aware that if this is in fact used as a boarding house, only the family owner shall reside here and all others shall vacate within a timely manner. Please contact me to discuss further details in this matter. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 * Furthermore, please be lvised that this is considered a construction site even though it is to be occupied as a single-family dwelling. The dwelling shall not be occupied by anyone other than the property owner. As such it shall be maintained and occupied in a safe manor and have the following operations appliances and devices: a. A kitchen (sink with hot and cold running water, cooking appliance, refrigerator, and counter space). 4. Emergency escape and rescue openings from all sleeping rooms shall be operational from the inside of the room without the use of keys, tools, or special knowledge. 5. Heating facilities capable of maintaining a room temperature of not less than 68°F at a point 3 feet above the floor and 2 feet from exterior walls in habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used to achieve compliance. 6. Functioning Smoke and Carbon Monoxide Alarms inside of each sleeping room and directly outside of each sleeping room. PLANNING - C DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • 1. Current submitted materials are difficult to interpret, making it hard to decipher what is being proposed for the revision submittal. Applicant will need to submit revised site plans detailing exact development proposals both within the site plan itself and in writing. Square footage for the parcel and the development must be expressed, and setbacks identified within the site plan. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have. enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, ac el e Ripley Permit Technician File No. D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 4 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 14, 2017 Ashu Keto 4418 S 140th St Tukwila, WA 98168 RE: Request for Extension #2 Permit Number D15-0248 Dear Mr. Keto, This letter is in response to your written request for an extension to Permit D15-0248. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through September 17, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D15-0248 W.\Permit Center\Extension Letters\Permits\2015\EL15-0085 Permit Extension #1.docx • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 • RECEIVED CITY OF TUKWILA 3/8111 ° MAR G ; 2317 r'ERIT EENTEIket,6Doi. cb-Y NlAl /OPv1D.. lS -A-6liku (Lt_•S dZdec,7 to pyripevN tv6_44gi qwe.g Atc.biet f clAS oj' th2AAA-a S'n/Le- hiceivtg't rfue c6141 . ak v_o_ csorre_4- ih c:cSleks: 3 l�t^- C`-�-- nt Sv 1L. T\o jc_ct Pt 7 PrcAA-rt-- J012_ rt s 0 t u0 oA.A Lk644_ fbm( cofk -0)*4,s,‘uvi S,c_vArevtiy V-eta (PI/K s- (Vol'N 77i 1&'(21,6)/ua i A(2— gs-3- C 0\ Request for Extension # Current Expiration Date: 1-1 Extension Request: `4 Approved for / U days C Denied (provide explanation) Signature/Initials City of Tukwila Department of Community Development 2/1/2017 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/17/2017. • Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/17/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 Ashu Keto 4418 South 140th ST. Tukwila, WA 98168 Cell 206-853-8725 January 22, 2017 City of Tukwila Permit center RE: Response to correction letter #1 to Revision #1 Keto Addition permit number D15-0248 1. The revision will add 520 SF deck. Change bedroom A to an office and add another bedroom in the areas formerly approved for a deck. Storage under the new bedroom, second leaving room on top of the new office for a total of 585 SF will be added. 2. The kitchen will be removed from the bottom floor according to the original permit. 3. All the work including the deck railing would be done based on the 2015 international residential building codes. Thank you for all you help Sincere y Asl4_efil.... t�' Ket CORRETION LTR# _.1 40 BEVISIONN�I bLsos 8 RECEIVED CITY OF TUKWILA JAN 23 2011 PERMIT CENTER City of Tukwila Department of Community Development October 05, 2016 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D15-0248 KETO ADDITION - 4418 S 140 ST Dear ASHU KETO, 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 - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 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. The plans submitted are not consistent or do not accurately show the design of current approved and permitted plans. This revision scope of work is stated "planning to add 260 SF of deck to the back of the house". The plans show an addition of 256 square foot. The size and intended structure on the un-approved plans, do not accurately reflect the scope of work. Also if it were to be accepted, the lot coverage and building size are not accurately calculated on the cover sheet. Any proposed structure that increases the footprint of the building, a complete site plan with all site setback dimensions shall be submitted. This also may require geotechnical report and site survey. In addition, I noticed on other sheets additional information included that are not shown on the original approved plans. The basement still shows a kitchen that is not approved. Since the revisions proposed shows numerous inaccuracies and is not consistent with the original approved plans, this revision shall not be accepted or approved. To proceed with any revisions, complete accurate plans consistent with the approved plans and complete accurate details with square footage of increased foot print recalculated and elevation details shall be required. Additions or new construction shall comply with 2015 codes. Also be aware additional review fees and permit fees shall be required, based on any additional work for this project. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 c o 2015 International Residential Code (IRC) R105.6 Suspension or revocation. The building official is authorized to suspend or revoke a permit issued under the provisions of this code > "wherever the permit is issued in error or on the basis of incorrect, inaccurate or incomplete information, or in violation of any ordinance or regulation or any of the provisions of this code." < > R106.4 Amended construction documents. Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in compliance with the approved construction documents shall be resubmitted for approval as an amended set of construction documents. < R113.4 Violation penalties. Any person who violates a provision of this code or fails to comply with any of the requirements thereof or who erects, constructs, alters or repairs a building or structure in violation of the "approved construction documents" or "directive of the building official", or of a permit or certificate issued under the provisions of this code, shall be subject to penalties as prescribed by law. Please provide accurate information with all required plans with details for any additional or revised work. This will help us to proceed and approve any additional work as long as it is accurate and meets local and international building codes. Note: This permit plan review may not be complete as revised plans may require further corrections. PLANNING - R DEPARTMENT: MAX BAKER at 431-3683 if you have questions regarding these comments. • Revision does not match description of work proposed. Submitted site plans and building schematics do not match those that were originally approved 1/8/2016. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 4 City of Tukwila Department of Community Development 8/2/2016 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Permit No. D15-0248 KETO ADDITION 4418 S 140 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the Gty of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/17/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/17/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, (a, Rachelle Ripley Permit Technician File No: D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 12, 2016 Ashu Keto 4418 S 140th St Tukwila, WA 98168 RE: Request for Extension #1 Permit Number D15-0248 Dear Mr. Keto, This letter is in response to your written request for an extension to Permit D15-0248. The Building Official, Jerry Hight, has reviewed your letter and. considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through March 17, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, 19142 Rachelle Ripley Y Permit Technician File: Permit No. D15-0248 W:\Permit Center\Extension Letters\Permits\2015\D15-0093 Permit Extension .docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9/8/16 Ashu Keto 4418 south 140th st Tukwila WA 98168 Permit number D15-0248 City of Tukwila Department of Community Development RECEIVED CITY OF TUKWILA SEP0,82016 PERMIT CENTER RE: Request for permit extension for Keto Addition (D15-0248) Dear Sir/Madam: I am kindly requesting for an extension of the permit because I work full Time at my regular job and working on the project during evening and weekends only I am not able to complete it at the 180 days previously granted. I understand the one time extension of 180 days additional request would like you to consider me for the additional 180 days. I thank you in advance for your approval of the request. Thanks Sincerely Ashu Keto Request for Extension # Current Expiration Date: 1 ► , y Extension Request: Approved for / 6 v days LL Denied (provide explanation) Signature/Initials , 1 POST -SLEEP QUESTIONNAIRE Patient's Name: Date: Time: Name of person completing this form: 1. Have you taken any medications since last night? NO YES List what, when, and how much taken: 2. How long do you think it took you to fall sleep last night? Compared to usual, was this: LONGER SAME SHORTER 3. Did you have difficulty falling asleep last night? NO YES Why? 4. Did you wake up during the night? NO YES How many times? 5. Did you dream last night? NO YES Describe the dream: Have you ever had the same or a similar dream before? NO YES explain: 6. Did you have difficulty falling back to sleep? NO YES Why? Compared to usual, was this: LONGER SAME SHORTER 7. How long you do you think you slept last night? Compared to usual, was this: LONGER SAME SHORTER 8. How deeply do you feel you slept last night? VERY DEEP DEEP AVERAGE LIGHT VERY LIGHT 9. How would you evaluate the refreshing quality of your sleep last night? VERY GOOD GOOD AVERAGE BAD VERY BAD 10. How does your sleep last night compare to your usual sleep? BETTER SAME WORSE 11. How tired do you feel right now? Not at all A little Quite a bit Extremely 12. How sleepy do you feel right now? Not at all A little Quite a bit Extremely 13. How alert do you feel right now? Not at all A little Quite a bit Extremely 14. Was there anything different about sleeping in the Sleep Center (other than the wires)? NO YES Explain: 12/24/15 City of Tukwila Department of Community Development RE: Response to correction Letter #3 for D15-0248 Dear Reviewers, Please find the responses for the correction numbered according to the numbers listed from the reviewing department. Building Department: 1. The construction of the dividing wall between the bottom floor and the upper floor would be 2X6 studs on 16" centers clad on both sides with 5/8 plywood for fire separation and structural soundness. There would be no pipes or heat duct penetration on the walls or ceilings that separate the each floor. 2. No ducts would be penetrating an hour separations. It is mother in-law house that had been set up that way to share water heater that is adequate for both units. There would be separate heat source for the upper and bottom floors. The upper floor would utilize electric heaters that would have its own control for each room. 3. All the rooms have been named A-F and they all will have doors that are 36", windows that meet egress code, and ramp that is accessible for all the rooms that have handrails. 4. All the windows and doors are planned according to the ADA code 5. 2 foot by 2 foot and 12 inches thickness. Details of the measurements and materials to be used are listed on page #5 of the plan. Thank you, Sincerely, Ashu Ke :ORREION .TR#.C�' 4" :w LA DEC 2 4 2015 PERMIT CENTER Dlq,014?) 0 City of Tukwila Department of Community Development December 01, 2015 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Correction Letter # 3 DEVELOPMENT Permit Application Number D15-0248 KETO ADDITION - 4418 S 140 ST Dear ASHU KETO, 0 Jim Haggerton, 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 1 1x17 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) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. The plan revision specifies 1 hour separations. However fire separations are proprietary in design and type of listings typically from a GA fire resistance manual or USG or similar where the different designs are shown to meet your construction type for exterior walls and floor/ceiling separations. Provide an elevation section detail for each separation (exterior walls or supporting walls, and floor/ceiling). Show the type of listed fire separation that meets the condition of the existing building. Details shall show the exterior wall coverings, insulation, and interior finishes (type of GWB). Floor system shall specify materials on both sides and how it meets one hour listings. Fire separation protection are from both sides not just one side. (2012 IBC 420.1, 508.4, SECTION 711) 2. In addition to item #1, ducts or piping shall not penetrate the one hour separations. The heating system for the bottom floor cannot service the main floor as they are two separate occupied and conditioned spaces. The two occupied floors shall be conditioned with their own separate heating, air-conditioning systems. Please refer to previous memo Item #4. Show on the plans where located and what type of HVAC systems shall be installed. Include location of separate water heater. The type of system proposed shall meet 2012 Washington State Energy codes (WSEC). 3. Previous memo item #2, requested that if this is to be an Adult Family Home, you will need to determine if it is an "A" unit or `B" unit. Depending on the type of unit there is building code requirements that are somewhat different depending on the type. An "A" unit shall require accessible wheelchair access and ramps from the parking and within the home with an ADA complying bathroom. Otherwise it would be classified as a "B" unit with its own related requirements. Please clarify the type of unit and provide specific details for all accessible barrier free elements, fixtures and hardware for the type of unit proposed for this occupancy. The details shall also specify backing for attaching accessible hardware or grab bars. {These notes shall be shown on the plans. } (2009 ANSI 1003 & 1004) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 4. Doors and windows with schedules need some clarification. It is assumed all windows and some doors shall be replaced. Bedroom #1 window does not appear to meet egress for its size. Also the windows on the elevations are not consistent with the sizes in the window table. Identify all bedroom windows as egress windows with the appropriate sizes. Also on the window schedule, reference the code section of the 2012 WSEC where U- factor listings for windows in the windows table are taken from and revise as necessary to meet the "Prescriptive" energy code depending on type of window. Or if you are doing "Component Performance", complete the "Total UA Alternative worksheet" which is available on line at http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx. In either case, complete a "Glazing schedule" and "Heating System Sizing Worksheet" also provided on the same website. (2012 WSEC for residential Chapter 4) 5. Concrete footings for the deck are under sized for the concentrated point loads with the size of deck. Revise footing size of post footings for the deck and specify reinforcing bar. Also show lateral seismic bracing at the exterior of the deck. Show a detail for flashing at the house ledger to prevent moisture damage inside the buildings framing. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 a � 11/10/15 City of Tukwila Department of Community Development RE: Response to correction Letter for D15-0248 Dear Reviewers, Please find the responses for the correction numbered according to the numbers listed from the reviewing departments. Building Department: 1. I just want to clarify that the basement has been used as ADU for the last two years. But this area would become my primary residence once I convert the upper level to an Adult Family Home. The new areas are going to be separated using double sheet rocks to meet a one hour protected rating. 2. The upper level is planned to be converted to an adult family home while the lower level is going to be my primary residence. The units for the upper floor are marked A-F and planned to meet all the requirements. 3. The main source of heat in the house would be gas and all rooms would have separate heat source according to the requirements. 4. Different floors have been marked accordingly and new elevation views have been addressed Planning Department 1. Parking spaces are addressed and 4 car parking areas would be accordingly 2. Currently I reside upstairs and rent the bottom section. One the adult family home starts functioning I would be moving to the bottom floor and use the upper section for an adult family home. Currently I have business license as residential rental in the process of obtaining business license for the adult family home. 3. Included the city rental license and would obtain the business license for an adult family home. 4. The office space would be used for resident chart storage and intake room. Public Work Department 1. Slopes and dimensions have been shown on the plan sheet 2. The driveway is existing and water directly goes to the drainage on the back side. Shown on the plan 3. Provided pavement cross sectioning for what we are intending for the project 4. This driveway is existing nothing new is added only additional parking spots 5. Fee estimate has been addressed 6. Nothing is to be done on south 139th RECEIVED 7. Our project does not go to the redlined areas CITY OF TUKWILA CORRECTION LTR# Des-o�tis NOV 10 2015 PERMIT CENTER 16 17 18 19 20 21 22 23 24 Presented by: Robert E. rk WSBA#26732 Attomey for Petitioner Decree of Dissolution - Page 3 of 3 Approve° Tor envy; nouce ci pf S uuauwi wavau. SANN CORRELL Respondent Stark Law Offices 4500 9th Ave NE, Ste 300 Seattle, WA 98105-4072 www.StarkLawOffices.com ;ckwtla Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 2015 Rental Housing Provisional Business License Ashu Keto 4418 S 140th St Tukwila, WA 98168 License Number: RENT14-0540 Issue Date: March 3, 2015 Expiration Date: December 31, 2015 Rental Property Address: 4418 S 140th St Rental Property Name: Keto ADU-4418 Inspection Zone: 1 Number of Units: 1 INSPECTION DUE BY: December 31, 2015 All rental dwelling units must pass an inspection. A Provisional License is issued until inspection is passed. You must submit inspection results not later than the "Inspection Due By"date above. Inspections may be conducted by City inspectors or by private inspectors with the following credentials and pre -approved by the City of Tukwila. Washington State Licensed Architect; Washington State Licensed Home Inspector; A.A.C.E. Property Maintenance and Housing Inspector; I.C.C. Property Maintenance and Housing Inspector, or I.C.C. Residential Building Code Inspector. NOTE: Rental properties with 5 or more units are required to use private inspectors for their unit by unit inspections. Properties with 1-4 units may use a private inspector or a city inspector. There is a $50.00 per unit charge for inspections performed by city inspectors. Please call Marti May at 206-431-3671 for additional information or to schedule an inspection. If your property is Section 8 occupied, please submit the Section 8 inspection report to our office. This license must be available for review upon request by City officials. RECEIVED CITY OF TUKWILA NOV 10 2015 .Act) Kathryn A. Stetson Code Enforcement Officer CORRECTION LTR# Z PERMIT CENTER This license certifies the information on the application was complete, true, and accurate to the best of his or her knowledge, and that renting will be conducted in compliance with all applicable City of Tukwila regulations. 6300 Southeenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 0 0 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Owner/Manager: Ashu T. Keto 4418 S 1401 St Tukwila, WA 98168-4159 2014 Provisional License Rental Housing Licensing and Inspection Program Rental Property Address: License Number: RENT14-0540 4418 S 140th St, TUKWILA Rental Property Name: Issue Date: 06/03/2014 KETO - 4418 Expiration Date: 12/31/2014 Inspection Zone: 1 Inspection Required by: 12/31/2015 Number of Units: 1 All rental dwelling units must pass an inspection. A Provisional License is issued until inspection is passed. You must submit inspection results not later than: 12/31/2015 Inspections may be conducted by City inspectors or by private inspectors with the following credentials and pre -approved by the City of Tukwila. Washington State Licensed Architect; Washington State Licensed Home Inspector; A.A.C.E. Property Maintenance and Housing Inspector; I.C.C. Property Maintenance and Housing Inspector, or I.C.C. Residential Building Code Inspector. There is a $35.00 per unit charge for inspections performed by city inspectors. Please call Hoa Mai at 206- 431-3671 for additional information or to schedule an inspection. If your property is Section 8 occupied, please submit the inspection report to our office. This license must be available for review upon request by City officials. Zukve Ste eet_ CORRECTION Kathryn A. Stetson LT R# Code Enforcement Officer s 4), ail� RECEIVED CITY OF TUKWILA NOV 10 2015 PERMIT CENTER C:\Users\DCD-Intem\Documents\Provisional License 0.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Department of Community Development November 03, 2015 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D15-0248 KETO ADDITION - 4418 S 140 ST Dear ASHU KETO, Jim Haggerton, 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) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. Plans have changed to show an office in place of the new garage. Also this includes the converting of the basement to an ADU. Provide details to show a one hour separation between the different occupancies. Office and ADU shall be separated from the main residential occupancy. All supporting walls, beams, openings and ceilings shall have a one hour protected rating. Provide the one hour details and identify each separation i.e. walls and ceilings. No ducts or piping shall penetrate the one hour separations. (2012 IBC 420.1 & 508.4) 2. It also appears this may be classified as an Adult Family Home. If so, identify type of use "A" Units or `B" unit. ADULT FAMILY HOME dwelling shall be licensed by Washington State, in which a person or persons provide personal care, special care, and room and board to more than one but not more than six adults who are not related by blood or marriage to the person or persons providing the services. Other barrier free requirements shall be required for "A" or `B" units. Please clarify. (2009 ANSI 1003 & 1004) 4. Each separate occupied space shall be provided with its own separate source of heating and air-conditioning. When the winter design temperature is below 60°F, every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room temperature of 68°F at a point 3 feet above the floor and 2 feet from exterior walls in all habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used to achieve compliance. Type of heat source shall comply with WSEC 502.2 & 502.2.2. Specify source of conditioned air to be provided for each of the occupancies. 5. For identification purposes and to eliminate confusion of the different plan views, it would be helpful to identify the different levels as basement, main and top floor. Elevation views shall also reflect the new revisions. 21111 0-...1- .. .. __... _. D_.. 1- _1 0.1._ 1t1 _ m. , •r •ir PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. • Planning comments were only partially satisfied in Correction #1. The permit shall not be issued until the following issues are addressed: 1) Per TMC 18.56 The parking and maneuvering area surface shall be paved with asphalt, concrete or other similar approved material(s) (ref. TMC 18.56.040.7). Demonstrate compliance by stating paving material for driveway and parking spaces on the plans. If existing, label as "EXISTING" and include material (e.g. asphalt). 2) The basement meets the definition of an Accessory Dwelling Unit (ADU) and must meet the provisions set forth in TMC 18.10.030(2)(c). One of the residences must be the primary residence of a person who owns at least 50% of the property. Demonstrate compliance of this requirement in a written statement as part of the resubmittal narrative. 3) Answer in writing: Is the residence being rented to individuals or is it an adult family residence? If it is to be occupied as an adult family residence, a city business license will be required. If rooms are to be rented out individually, a city rental license is required. 4) Please indicate the intended use of the office space. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Show & label on the plan sheet - The width & length dimensions of revised driveway and parking area, slope in % of driveway including cross slopes, drainage flow arrows across driveway, and proposed paved surface. 2. Show & label on the plan sheet - The storm drainage system for proposed driveway and parking area. Storm Drainage shall be per the 2009 King County Surface Water Design Manual. 3. Provide a pavement cross-section, spot elevations, existing & proposed contours, and cut/fill quantities. 4. Show portion of S. 139th Street on the plan sheet and connection with proposed driveway. Driveway shall be a minimum of 10 feet in width at S. 139th Street. 5. Verify completed Public Works fee estimate sheet for this Building permit. (See enclosed.) 6. Any work within the S. 139th Street Public right-of-way requires a Street Use permit as part of this Building permit. Bonding, insurance, and a ROW Hold Harmless Agreement for work within the Public Right -of -Way is required. 7. See red -lined plan sheet & Public Works Bulletins A2, Cl, C3, and C4 — enclosed. 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)431-3655. Sincerely, '1)20 Bill Rambo Permit Technician File No. D15-0248 City of Tukwila Department of Community Development October 06, 2015 ASHU KETO 44l 8 S 140 ST TUKWILA, WA 98168 Jim Haggerton, Mayor Jack Pace, Director RECEIVED CITY OF TUKWILA Correction Letter # 1 DEVELOPMENT Permit Application Number)b15-0248 OCT 1 4 2015 KETO ADDITION - 4418 S 140 ST CORR TION LTR#_ PERMIT CENTER • �TJ KETO, 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) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. The different plans didn't seem to correlate with each floor plan shown. Provide plans the show north arrow and where all plans shall be in the same direction. Clearly mark first, second and third floor as it applies. Clearly show or cloud only the areas to differentiate where the new construction or alterations shall occur; mark (N) new (E) existing as it applies. Show new wall construction marked different from existing walls to remain for clarification. 2. Structural notes refer to 2003 codes. Current codes are 2012. Revise code reference and update any related notes and designs to meet current code if applicable. 3. Mark elevations as North South East & West. IV6 4. For the alternate brace panels shown at the garage, provide code related details and notes for that brace panel design. Specify hold-down anchors, size and type. (IRC TABLE R602.10.6.4) 5. Where the stairs go up to the attic room and where the door is shown to the bedroom, the elevations do not clearly show how that door height shall meet minimum headroom door height of 6'-8". Also "other habitable rooms shall have a floor area of not less than 70 square feet" and "Portions of a room with a sloping ceiling measuring less than 5 feet or a furred ceiling measuring less than 7 feet from the finished floor to the finished ceiling shall not be considered as contributing to the minimum required habitable area for that room." "For rooms with sloped ceilings, at least 50 percent of the required floor area (70 sq. ft.) of the room must have a ceiling height of at least 7 feet and no portion of the required floor area may have a ceiling height of less than 5 feet. Provide details with dimensions showing elevation view and plan view there the bedroom shall meet code for a habitable room. Also if it meets code for a habitable bedroom, show a window that meets code for egress. (2012 IRC R304.2, R304.4, R305.1 EXC. #1, R310.1) 1 13 a cJ yrom w"... 141-0 Ste v" 0,5 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. Show carbon monoxide alarm and smoke alarms in the hallways within the close vicinity of the bedrooms and et,'e '3 — 2 7. Sheet 7 shows what appears to be a small area under the new floor addition. Crawl or under floor spaces shall be a minimum 18" below floor joist, beams shall have a minimum of 12" clearance. Subsurface shall be provided with a min. 6 mil vapor barrier. Provide details with clarification of that space. Show crawlspace access and show crawlspace vents. Coln. C Vim, S 1 ct 8 LT / A- 8. Where the new foundation connects to existing, specify number of epoxy rebar to connect foundations. Provide details if necessary. Footings shall be a minimum of 12" below finish grade on solid undisturbed native soils; please specify in the foundation details. Show anchor bolts with 3" sq. galvanized washers. Also provide specs for footing drains and show detail on the plan and show connecting to existing footing drainage system. at, G 7 9. Specify roof rafter to plate hurricane connections. Also specify the size and type of floor joist for the loft rooms. Joist size, spacing and span shall meet code for live and dea load for bedroom floor and storage room floor. A }�► Specify type of�or sheathing. pol� Q r Ot ( 4 x r // 3 1 e, • ram' X IST- U \ l� 10). The stair detail shown is some at confusing and it appears there is a concrete walkway. The exterior materials shall be specified to indicate pressed treated wood framing and steps with galvanized fasteners. Show details haardware connections for guard rails stair stringers and any other related framing hardware connections. Also provide clarification on plan view. one smoke alarm in each bedroom. (IRC 314 & 315) PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. • 1) Per TMC 18.56 provide parking stalls for a minimum of four (4) vehicles. The parking and maneuvering area surface shall be paved with asphalt, concrete or other similar approved material(s) (ref. TMC 18.56.040.7). 2) The basement meets the definition of an Accessory Dwelling Unit (ADU) and must meet the provisions set forth in TMC 18.10.030.2. Please demonstrate conformance with all provisions on the plans and/or with a written statement. Include calculations for the square footage of the ADU (finished basement area) and the square footage of the entire residence. 3) Is the residence being rented to individuals or is it an adult family residence? If it is to be occupied as an adult family residence, a new city business license will be required. 4) It is unclear what the use of the old garage will be. Label this space accordingly on the floor plan. 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)431-3655. Sincerely, Bill Rambo2 Permit Technician File No. D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 A City of Tukwila Department of Community Development October 06, 2015 ASHU KETO 4418 S 140 ST TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0248 KETO ADDITION - 4418 S 140 ST Dear ASHU KETO, Jim Haggerton, 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 1 1x17 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) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. The different plans didn't seem to correlate with each floor plan shown. Provide plans the show north arrow and where all plans shall be in the same direction. Clearly mark first, second and third floor as it applies. Clearly show or cloud only the areas to differentiate where the new construction or alterations shall occur; mark (N) new (E) existing as it applies. Show new wall construction marked different from existing walls to remain for clarification. 2. Structural notes refer to 2003 codes. Current codes are 2012. Revise code reference and update any related notes and designs to meet current code if applicable. 3. Mark elevations as North South East & West. 4. For the alternate brace panels shown at the garage, provide code related details and notes for that brace panel design. Specify hold-down anchors, size and type. (IRC TABLE R602.10.6.4) 5. Where the stairs go up to the attic room and where the door is shown to the bedroom, the elevations do not clearly show how that door height shall meet minimum headroom door height of 6'-8". Also "other habitable rooms shall have a floor area of not less than 70 square feet" and "Portions of a room with a sloping ceiling measuring less than 5 feet or a furred ceiling measuring less than 7 feet from the finished floor to the finished ceiling shall not be considered as contributing to the minimum required habitable area for that room." "For rooms with sloped ceilings, at least 50 percent of the required floor area (70 sq. ft.) of the room must have a ceiling height of at least 7 feet and no portion of the required floor area may have a ceiling height of less than 5 feet. Provide details with dimensions showing elevation view and plan view there the bedroom shall meet code for a habitable room. Also if it meets code for a habitable bedroom, show a window that meets code for egress. (2012 IRC R304.2, R304.4, R305.1 EXC. #1, R310.1) 6300.Snutheenter Boulevard ,Suite #100 • Tukwila Wa.'hinotnn 98188 • Phone 206-431-367D • Far 206-431.3665 6. Show carbon monoxide alarm and smoke alarms in the hallways within the close vicinity of the bedrooms and one smoke alarm in each bedroom. (IRC 314 & 315) 7. Sheet 7 shows what appears to be a small area under the new floor addition. Crawl or under floor spaces shall be a minimum 18" below floor joist, beams shall have a minimum of 12" clearance. Subsurface shall be provided with a min. 6 mil vapor barrier. Provide details with clarification of that space. Show crawlspace access and show crawlspace vents. 8. Where the new foundation connects to existing, specify number of epoxy rebar to connect foundations. Provide details if necessary. Footings shall be a minimum of 12" below finish grade on solid undisturbed native soils; please specify in the foundation details. Show anchor bolts with 3" sq. galvanized washers. Also provide specs for footing drains and show detail on the plan and show connecting to existing footing drainage system. 9. Specify roof rafter to plate hurricane connections. Also specify the size and type of floor joist for the loft rooms. Joist size, spacing and span shall meet code for live and dead load for bedroom floor and storage room floor. Specify type of floor sheathing. 10. The stair detail shown is somewhat confusing and it appears there is a concrete walkway. The exterior materials shall be specified to indicate pressured treated wood framing and steps with galvanized fasteners. Show details hardware connections for guard rails stair stringers and any other related framing hardware connections. Also provide clarification on plan view. PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. • 1) Per TMC 18.56 provide parking stalls for a minimum of four (4) vehicles. The parking and maneuvering area surface shall be paved with asphalt, concrete or other similar approved material(s) (ref. TMC 18.56.040.7). 2) The basement meets the definition of an Accessory Dwelling Unit (ADU) and must meet the provisions set forth in TMC 18.10.030.2. Please demonstrate conformance with all provisions on the plans and/or with a written statement. Include calculations for the square footage of the ADU (finished basement area) and the square footage of the entire residence. 3) Is the residence being rented to individuals or is it an adult family residence? If it is to be occupied as an adult family residence, a new city business license will be required. 4) It is unclear what the use of the old garage will be. Label this space accordingly on the floor plan. 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)431-3655. Sincerely, Bill Rambo2 Permit Technician File No. D15-0248 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERM IT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0248 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 10/14/15 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Cot Q-)0S Building Division tti\ Cove 4'16"1 S Public Works i')//f (0-10-15- Fire Prevention Structural V L covtirV- om-6' Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 10/15/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: 11/12/15 Approved with Conditions ❑ Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg' Fire ❑ Ping- PW Staff Initials: 12/18/2013 PERMIT COORD COPY c) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 DATE: 11/10/15 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140 ST Original Plan Submittal X Response to Correction Letter # 2 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: uilding Division IIIAtiO ti HS Works ublic Fire Prevention Structural ❑ vi,pti* it Planning Di ision Permit Coordinator M PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 11/12/15 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required �� Denied (corrections entered in Reviews) " (ie: Zoning Issues) DUE DATE: 12/10/15 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: l Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff initials: VV/ 12/18/2013 PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140TH ST Original Plan Submittal DATE: 12/28/15 Revision # before Permit Issued X Response to Correction Letter # 3 Revision # after Permit Issued DEPARTMENTS: Atit Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/29/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01/26/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I2/18/2013 qERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140 ST DATE: 09/23/16 Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: kA)etN\ Building Division s s NJ/-7o Public Works a-W1 %J/A- Fire Prevention 11/ Structural 'btotiw Planning Division Permit Coordinator q`30-it, PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 09/27/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n (corrections entered in Reviews) DUE DATE: 10/25/16 Approved with Conditions n Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: L Os` t III Departments issued corrections: Bldg I Fire ❑ Ping PW ❑ Staff Initial 12/18/2013 RRMIT CORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 01/23/17 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Mi3 /ill ❑ Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 01/24/17 Structural Review Required DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Si- Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/21/17 El REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 °PERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140 ST _ Original Plan Submittal X Response to Correction Letter # 2 DATE: 04/20/17 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: Mv6 441111 Building Division Public Works ❑ Fire Prevention Structural KRA, COW e_ ? Planning Division 1111 Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/25/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in R views) (ie: Zoning Issues) �, p( r I i V I t�'/Yc� \' Notation:�'%���'v 1 G% 1 � 1 � n,�/'f' cf/� DUE DATE: 05/23/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3 7 Departments issued corrections: Bld -- Fire ❑ Pln DPW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPYd PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 DATE: 10/19/17 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140 ST Original Plan Submittal X Response to Correction Letter # 3 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: 5 cove Building Division Public Works ❑ Fire Prevention Structural W\tk4 OR- t ° 11 Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/24/17 Structural Review Required REVIEWER'S INITIALS: DATE: CI APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 11/21/17 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only p� CORRECTION LETTER MAILED: 1V —) `A 7 Departments issued corrections: Bldg Fire ❑ Ping I- PW ❑ Staff Initials: 12/18/2013 -PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140TH ST DATE: 10/31/17 Original Plan Submittal Revision # X Response to Correct L # 4 X Revision # s DEPARTMENTS: A4-f Building Division Public Works Fire Prevention Structural tk CO I�=S'►7 ❑ Planning Division ti Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/02/17 Structural Review Required REVIEWERc6 INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/30/17 Approved Approved with Conditions ❑ Corrections Required Denied (corrections entered in Review ^ (ie: Zoning Issues) Notation: S k A-bU F 4 1)dcAmi.y,✓oi- pAire S A s- REVIEWER06 INITIALS: DATE: Perm Eke Chdy CORRECTION LETTER MAILED: -J 6(7 Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: AL__ 12/18/2013 Notation: PERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 160 ST Original Plan Submittal X Response to Correction Letter # 5 DATE: 12/15/17 Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: B«Q-- 1A0 uilding Divisi n 111 Public Works Fire Prevention Structural u�Auc t—(ckg Planning Division Ill Permit Coordinator II PRELIMINARY REVIEW: Not Applicable E (no approval/review required) REVIEWER'S INITIALS: DATE: 12/19/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/16/18 Approved Corrections Required (corrections entered in Reviews) I t \Mb% Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0248 DATE: 05/09/18 PROJECT NAME: KETO ADDITION SITE ADDRESS: 4418 S 140 ST Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: A-T Building Division Public Works s n Fire Prevention Structural Planning Division Permit Coordinator ■ PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/10/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/07/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: V--ke PA44( (`-1-,•, SITE ADDRESS: 1-1i1 1 g ss 1 Lip St, PERMIT NO. h Cs 0 a-J-f ORIGINAL ISSUE DATE: t — l l —I REVISION LOG REVISION NO. DATE RECEIVED Ct.�O Summary of Revision: STAFF INITI S ,,_ kr, , c� �� .!� , ho _ n.4-d C oor so^ o ove 'a1� sg44- RA* sf4a ISSUED DATE e0 Received by: STAFF INITIALS REVISION NO. DATE RECEIVED STAFF INIRLS ISSUED DATE STAFF INITIALS 3 3--5-r 0 S-(7--1g Plo Summary of Revision: 0 yo, A L& t eifte..1 4e4vx f , Received by: please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) , REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please nrint) D �J City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 11311g Plan Check/Permit Number: `` J • 1 5j a 2LES - ❑ Response to Incomplete Letter # Er Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: A�1,ut` Vei S • (ef 'v"4 sf Summary of Revis ItAP taA&s ion: eNTV OF u fi;ltit Oa 1.4 2010 PERMIT CENTER Phone Number: 2-0 6 — E3 3- 972.5 Qy trtd- 'tD Cflrry As„ e w �•t'(. e a.c.. i — _ S e<V5 A Yt b C 8/2-g k iLAJ •e- 6.a-e ve crt •r t--e- \noo (cra-' o`er c b��i/p0wtS Y� - S V Goan._ v v\. `-A-0-- Cis un WM k2Q \NS iitat.44 pecAvA‘ --� � Qt Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis • n RNA Received at the City of Tukwila Permit Center by: I - Entered in TRAKiT on 10 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 15-0248 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Keto Addition Project Address: 4418 S 140 St Contact Person: A 564 kiAt Summary of Revision: cc Ase Phone Number: • CJ Crj 9 j A -- a .9-.0 RECEIVEL PUNT coma Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: - Zj21L ❑ Response to Incomplete Letter # a Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Kerb ( 1 N Project Address: Contact Person: Summary of Revision: 1401^ Iku6A LAJIA 9816- V(4). Phone Number: Pteua-e so� 2v6-p;�- d -2 RECEIVED r.rr-,� rt !gnu DEC 2 4 2015 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on 0 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. Date: 9%2-3//6 Plan Check/Permit Number: Dig-02-14 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 12' Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: r`-&J' /47.0 / 6A) Project Address: Contact Person: /-Suc era Phone Number: 2D6'" 72-S Summary of Revision: pr414, a,ed 2.4,5 Sf 842- Ore P a- 4Jn-. RECEIVEC CITY OF TUKWILA SEP 2 3 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revis' n Received at the City of Tukwila Permit Center by: entered in TRAKiT on W:\Pernut Center \Templates\Forms\Revision Submittal Form. doc Revised: August 2015 C City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: , /23/1 ?" Plan Check/Permit Number: n 46 — 0 2-4-R ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: S AAA Phone Number: 206 _ 3.53 Summary of Revision: RECEIVE CITY OF TU K v'I JAN23201 PERMIT CENT:; Sheet Number(s): "Cloud" or highlight all areas of revision including date of- reeviss''on Received at the City of Tukwila Permit Center by: ®Entered in TRAKiT on 17 W. \Permit Center\ Templates\Forms\Revision Submittal Formdoc Revised. August 2015 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 41-0- 17 Plan Check/Permit Number: ❑ Response to Incomplete Letter # I Response to Correction Letter # Z Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: Vk L` 4o 1-v-it U s l a-w si- 3hv k-Q o Summary of Revision: a.� S e� Phone Number: 2496 - g53 g7 2S RECEIVED CITY OF TUXWILt APR 2 0 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: g� Entered in TRAKiT on `-i W:\Permit Center \Templates\Forms\Revision Submittal Form doc Revised: August 2015 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /0 /31/ / 7 Plan Check/Permit Number: D 15 -024 8 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 4 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Keto Addition Project Address: 4418 S 140 St ,b_ 65-3 - 8 7, _3 - pi, 04 z- dife-4 Contact Person: 14,5 iu.t Phone Number: Summary of Revision: CITY OF TUKWILA OCT 3 1 21.117 Sheet Number(s): 3 PERMIT CENTER "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 10'9)141 \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: 0 0 Project Address: Contact Person: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /v// // 7 Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # 3 Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ,--rD 4 %a()r %-J 0 %V `i4'<4 67 S — Z -€ kt Summary of Revision: Phone Number: 20 ' - 7 Z RECEIVED CITY OF TUKWILA OCT 19 2017 PERMIT CENTbH Sheet Number(s): 2- "Cloud" or highlight all areas of revision includingdate of revision Received at the City of Tukwila Permit Center by: Eij— Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Formdoc Revised. August 2015 0 0 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /2/ /S/ / 7 Plan Check/Permit Number: ❑ Response to Incomplete Letter # 12- Response to Correction Letter # .,Efr Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: Project Address: Contact Person: Dis-az4/g" 171-qi/4 1& 'S h,A- 12-s Phone Number: 2fQL Summary of Revision: ii-/-e___ _ha )' n n, - 14(4- c,,eLai,t 2) ri 1,‘- -1.-v-i-ki ./-e_a__ ciffv4,--- f.n."-Y _r_te j < Pzuezt_ as/ `v&.,Q 7"" pg_4,-L<>\'-5} vLc - RECEIVED CITY OF TUKWILA DEC 15 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev' ' n Received at the City of Tukwila Permit Center by: IX —Entered in TRAKiT on 1) -' W:1Pernut Center \TemplatesTonns\Revision Submittal Formdoc Revised: August 2015 G City of Tukwila 0 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. Date: (!II ic Plan Check/Permit Number: 0/ c-- 02 42 0 Response to Incomplete Letter # O Response to Correction Letter # ta- Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # r� Project Name: � � AU;419/ Project Address: Contact Person: frch Summary of Revision: trt0 - Phone Number: 206 - o 7 25-- stA0,4/1;ii-ty) r.wc-5:1D g?' RECEIVED CITY OF TUKWILA AY 0 9 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision c- Received at the City of Tukwila Permit Center by: 51---Entered in TRAKiT on J--9 --( C�? W:U'ennit Center (Brenda»Eons Vomit Center Documents (Word)Utevision Submittal Form.doc RwieMA• A..e.... 7mc STRUCTURAL NOTES NAILING SCHEDULE (minimum): ABBREVIATIONS GENERAL NOTES: I. Chang Ahn, PE, Is the Protect Engineer of The Record. Any structural engineering issues shall be directed to This Engineer. 2. Building Codes: All construction work performed for this project shall comply with the 2015 IRG. 5.GONTRAGTORS APPROVAL: a. Contractor shall, prior to starting construction, coordinate all the construction documents of the latest revision, verify all the dimensions, check for conflict requirements and report to This Engineer any discrepancies and field conditions which ore different from those indicated on drawings. b. Areas requiring special attention: variation caused by different architectural elevations, e.g. location changes of holdovers and post anchors due to different window sizes, location and porch layout, the existence or nonexistence of Interior bearing wall and footings planter shelves, box columns, brick ledge, isolated column pads in 3-Car Garage option, etc. 4. STRUCTURAL ONLY: a. Structural drawings are intended to cover the structural framing and the foundation elements only. Non-structural elements Including decorative architectural elements, stair framing, guard rails, concrete pads, driveway, etc. may not be covered in the structural drawings Contractors are advised to review all other plans end construction documents for non-structural Items which may be embedded In, attached to or otherwise interfering the structural elements. b. MARBLE/TILE: Mere marble/tiles ore installed, it Is the contractor's responsibility to consult with an expert for special framing advice to avoid cracking which may Include upsizing the floor joists, reducing the joist span it spacing, increase the thickness of floor sheathing, etc. c. Lee Engineers Is not responsible for the ventilation, Including under -floor, Joist and attic, nor concrete Plot work including concrete driveway, walkway, door pads and other smlla Items. Images and/or dimensions the flat work ore intended to be conceptual. Contractors shall follow given for the Architectural Plans or Owner's specifications for final location, geometry and dimensions. 5. NOT TO SCALE. Drawings are not to be scaled. Dimensions not specified, when required by field condition, shall be determined by Engineer. 6. TYPICAL DETAILS: Typical and similar details shall apply where no specific details are given. Material notes aid details on drawings shall take precedence over the structural notes contained herein. T. REVISIONS * MODIFICATIONS: a. All drawings and subsequent revisions, if any, shall be approved prior to starting construction. No structural members shall be substituted, relocated or omitted, without prior written approval. b. Field Modifications: Yhen the installation of mechanical, plumbing, electrical, landscaping and other similar elements requires changes or modifications Including boring, notching, or cutting made to the structural elements, contractor shall submit such changes or modification to Lee Engineers for approval prior to Installation. c. NOTCHING of Beams, Joists, and Rafters: Notching from the top edge or the bottom edge is never permitted without approval. Boring is allowed only if located within the middle I/5 span and the hole size shall be United to 1/6 of member depth. 6. ADDITIONAL EQUIPMENT: Unless specified on the structural framing plan, mechanical and plumbing equipments, e.g. spa tub, FAU, etc., to be placed over or suspended off the structure members shall be submitted to This Engineer for approval. 4. CONSTRUCTION SAFETY: Contractor and the subcontractors are responsible for the order and means of construction and all temporary bracing t erection during construction. 10. 5heetrock Stacking Guidelines: When sheetrock is stacked on a wood -framed floor during construction, the Following guidelines shall be followed: a. The sheetrock shall be laid with the LONG DIRECTION PERPENDICULAR to the joists below. b. 5heetrock must not be stacked more that 2 feet high. c. If sleepers are used beneath a stack of sheetrock, they shall be placed at no more than 2'-0" oz. d. The floor joists directly beneath a stack of sheetrock shall be shored from below with 4x4 temporary beans placed PERPENDICULAR to the Joists. These beans shall then be supported by min 2x4 posts over 4x4x24" sleepers at a maximum spacing of 51-0 o.c. This shoring shall be done prior to stacking the sheetrock and shall be repeated on every floor directly below the stacked sheetrock until a concrete slab or foundation system Is reached. e. If contractor prefers not to provide shoring for the stacked sheetrock as specified above, the maximum height of sheetrock allowed to be placed on the floor Is 4 Inches. FOUJDATION NOTES: I. SOILS REPORT: Soils Report Is not available for this project. 2. GRADING * DRAINAGE: a. Site grading, subgrade preparation, cutting slopes, excavation and placement of engineered fill material shall be performed in accordance with the Solis Report. b. For Slab -on -Grade construction the Soils Report shall be referenced regarding compaction, soaking, moisture barrier, sub -base, gavel, sand, etc. c. Site drainage requirements including final pad grades, roof drainage downspouts shall be referred to Solis Report and Architectural Plans. d. FINISH GRADING: Finish grading around the exterior of the foundation shall be sloped to drain away from the bullring and be a minimum of 8" below the sill plate. Contractor must follow the soils report for grading details. 3. CONGRETE: a. Concrete for foundations shall have a minimum compressive strength of b. Gaynor/Builder shall consult with a geotechnical engineer to determine IP the underlying soil contains sulfate or if the building site Is exposed to salt water. If sulfate and/or salt water exposure exist, AGI 510-05 shall be followed in concrete mix design. c. Gold joints may be used only where shown. Jointing surface shall be clean, free of foreign material and intentionally roughened. 4. REBAR: a. Unless specified otherwise, reinforcing steel shall be deformed bars oP billet or axle steel per ASTM A615 Grade 40. For e5 and bigger Grade 60 shall be used. b. Reinforcing bars to be welded shall be ASTM A106. c. INSTALLATION: Reba, dowels and other embedded elements shall be secured In place before pouring concrete. Reinforcement shall be clean and free of extraneous material. d. CLEARANCE: * 3' clearance shall be provided where concrete Is cast against earth, * 2" clearance for concrete exposed to earth or weather but deposited against forms, aid • 3/4" clearance for slabs and walls where concrete Is not exposed to earth or weather. e. LAPPING: Lap all reinforcing splices a minimum 48 bar diameters but In no cases less than 24". 5. ANCHOR BOLTS: a. Anchor bolts shall be A301 steel, with an actual diameter of 5/5" and 10" long minimum. Embedment Into concrete shall bet' minimum. For 2-pour slab -on -grade foundations, the minimum embedment shall be 1" Into the 1st pour. contractor shall be aware that longer bolts are required at 5x mud sill locations. b. Each anchor bolt shall be mounted on mudslll/sill plate with an Iron plate washer of 3"x3"x0.224". c. Two bolts minimum each piece of mudslll plate. d. 4' minimum but no more than 12" from each cut end of the sill plate e. Anchor bolts may be substituted by epoxy anchors of equal diameter, Installation shall follow approved IGG-E5 report. f. Epoxy anchors shall be Installed minimum / days after the concrete is poured. 6. HOLDOY4NS: a. Holdowns locations shall not be scaled off of foundation plane. They shall be located b9 close evaluation of architechtural floor plans, shear wall plans, and the Framing plans above. b. For all holdown Installation, contractor shall refer to manufacture specifications for embedment, coverage and other requlrements. T. WIRE FABRIC: a. Item welded wire fabric is used, placing the wire fabric at slab mid -depth Is very important. Wire fabric of flat sheets and the use of adobe seats are recommended. If wire fabric rolls are used, contractor shall unroll the fabric and flatten It before placement. ROOF FRAMING NOTES: I. DESIGN LOADS: a. Roof Live Load: 12 psi for sloped equal to 12:12. 20 psi for slopes equal to or less than 4:12. Interpolate live load for slopes between 4:12 (20 psf) and 12:12 (12 psi). b. Roof Dead Load: 20 psf (total) for slopes actual to or less than 6:12. 2. ROOF SHEATHING NOTES: a. Any sheathing panels used on roof shall not be less than 24 inches wile unless all edges are solidly blocked. b. Roof sheathing shall be Installed with the face grain perpendicular to framing members below, stagger the adjacent panels by 4 feet, nailed with 8d common nails at b" o.c. at all panel edges and at 12" o.c. at all Intermediate supports. c. The sheathing panels shall be installed such that there Is a I/O" gap maintained between all panel edges to accommodate possible swelling and/or expansion. 5. F"RCrABRICATED ROOF TRUSSES NOTES: a. The design and fabrication of roof trusses are to be performed by Truss Engineer hired by the truss manufacturer and shall meet all 2010 CPC requirements. b. ADDITIONAL DEFLECTION CRITERIA: Unless specifically required otherwise by Owner/Developer, Truss Engineer shall design the roof trusses to also meet the following additional above -code criteria: • Deflection of individual top chords of prefabricated roof trusses shall not exceed L/240 under Total Load. * max. vertical deflection allowed: 1.00 Inches, max. lateral displacement allowed: 0.50 Inches c. Unless otherwise required, all trusses shall be designed as simply -supported from end to end. Do not use Interior walls for booing unless approved otherwise. - Truss engineer shall design the gable -end roof trusses to resist proper wind loads, partlGula-ly the 2x4 webs subject to bending in weak direction. d. SHOP DRAWING SUBMITTAL: Contractor shall submit the following shop drawing documents, stamped by a duly Licensed engineer, to CASE for review and approval prior to fabri- cation. - Truss layout drawings; and - Truss calculations Roof truss calculations will be reviewed as defFered Item after building permit have been Issued. e. In cantilever condition, truss designer shall notify Engineer when uplift occurs at support of any truss and submit corresponding truss design calculation and shop drawings to Engineer for review before fabrication. P. Whore 2 trusses ore placed together as a birder -truss, these 2 trusses shall be identical in their geometry and are field connected with 16d at 6" o.c. face nailing along all top chord, bottom chord and web members. g. All 8'-O long jack trusses greater than 6'-0 long supporting cone/clay the roofs shall have an intermediate diagonal web member to reduce the top chord span. h. Collector Trusses: a. All Top * Bottom Chords of Collector Trusses with Lateral Loads Indicated on Framing Plans In excess of 1000 lbs. shall be DF*2 or better for strap and framing clip nailing. FLOOR FRAMING NOTES: 1. DESIGN CRITERIA: a. LIVE LOAD of 40 psf maximum b. DEAD LOAD of 11 psf (Included partitions load) c. DEFLECTION: floor Joist deflection Is recommended to be limited to L/480 under Total Load and L/120 under Live Load only. However, the engineer/designer producing the prefabricated members shall make the final judgment and select the proper deflecting criteria. 2. FLOOR JOISTS: a. "1" Joists shall be Installed per manufacturer's recommendations. Contractors shall carefully read the manufacture's product installation manual for special attentions including nailing schedules. b. RIM JOISTS: * U.N.O. All rim joists shall be minimum I-I/4" L5L or I-3/4" L5L/LVL. c. All bearing floor joists shall not have loss than 1-1/2' of bearing length on wood or metal, or fess than 3" on masonry. 3. BLOCKING: a. AT SUPPORTS: 2x (or "I" joist) blocking shall be provided between Floor joists at trio ands and at each supporting point such as bearing walls, structural beans, etc. Blocking may be omitted only at the ends of floor Joists where they are nailed directly to a rim joist or hung off a header or beam. b. PARALLEL PARTITIONS: Where partitions above the joists are in a parallel direction, 2x4 blocking (on edge) or "1" Joist blocking between 2 adjacent Joists spaced at 24 oz., shalt be installed underneath the partitions along Its entire length. e. PERPENDIOJLAR PARTITIONS: Where partitions above the joists are in a perpendicular direction, continuous 2x4 blocking (on edge) or "I" Jdhst-4". blocking shall be Installed directly underneath partition. 4. FLOOR SHEATHING NOTES: a. Floor sheathing shall be installed with face grain perpendicular to framing members below, stagger adjacent panels by 4 feet, glued and nallod with 10d screw shank common nails at 6" oz. all panel edges and at IO" o.c. all Intermediate supports. b. Panels shall not be less than 24 inches wide unless all edges are solidly blocked. c. The sheathing panels shall be Installed such that there is a I/O" gap maintained between all panel edges to accommodate possible swelling and/or expansion. d. Floor Sheathing at wood garage floors shall be I-I/8' T46 COX nailed with 10d screw shank nails (1.625" embedment mhMum Into framing mentor). Spacing of nails and placement of plywood shall be as noted above. WALL FRAMING NOTES: I. HEADER FRAMING: (use DF-Larch *2 or better) zzz zzz z name Supporting ROOF Load only: Supporting ROOF t FLOOR Loads: 2x4 Wali2x6 Wall up to 4' span 4x6 6x6 4' to 6' span 4x8 6x8 6' to 8' span 4x10 6x10 2x4 Wall 2x6 Wall up to 4' span 4x8 6x8 4 to 6' span 4x10 6x10 6' to 8' span 4x12 bx12 z 2. POST CONNECTION: a. U.O.N., free standing beam -to -post comectlons shall have BC brackets b. Bottom of posts shall have full bearing in a tight-flt condition to the supporting structural member below. c. Where posts terminated on floor with stud walls or beams below, the space between the bottom of the post and the top of the plate or the beam shall be solidly filled with 2x blockings and the stud wall below shall have matching post at same location. d. Bottom of posts when terminated on floor shall be fixed to the Floor diaphragm 2-A34 framing anchors. 3. LET -IN BRACES: Unless called out specifically on the framing plans, Conventional let-h bracing are not required. 4. 5HEAR MATERIAL COVERAGE: shear material shall be applied continuously from sill plate to top plate with all the panel edges solidly blocked. 5. GDX or 05B SHEATHING: a. APA span rating 24/0 or batter, all panel edges blocked and nailed per Shear Wall Schedule. All intermediate supports shall be nailed with 8d common or galvanized box nails at I2' o.c. b. Sheathing shall be placed on the designated side of studs as shown on plans. It may be placed on the opposite side provided there are no perpendicular walls intersecting the shear wall. When opposite side Is desired and there Is Intersecting wall, sheathing shall be placed to continuously pass though the perpendicular wall framing without stop. LUMBER NOTES: I. 2x joists and 4x beans shall be Douglas Fir Larch *2 or better. 2. Finger joined studs must not be used without prior approval by GASE. 3. Top plates, sill plates, studs and posts shall be Douglas Fir Larch Standard Grade or better for heights up to 10 feet and Douglas Fir Larch e2 or better for wall heights greater than 10 feet. 4. 6x 4 8x framing members shall be Douglas FIr Larch *2 or better. 6x or larger used as King Studs shall be No.l or better. 5. Mud sill, wood In direct contact with concrete and other members located within 8' of finish grade shall be pressure treated Hem FIr or Douglas FIr Larch. However, If Doug Fir Is required in Shea -wall Schedule, only pressure treated Douglas Fir can be used. 6. All lumber that Is subject to sustained or trapped moisture exposure, including lumber that is only partially exposed to moisture at contact points, shall be pressure treated or redwood. Common places for this are exterior stair stringers, rim boards for exterior decks, supporting pony walls for elevated entry decks, etc. Galvanized nails and ha-dwares shall also be used to replace regular ones. 7. blued -Laminated Beams (6L8's): a. Simply supported 6L8's shall be 24F-V5 DF or 24F-VI SP/SP. b. 6LB's Cantilevered at ends or spanning continuously across supports shall bo 24F-VIO DF/DF or 24F-V5 SP/SP. c. All GLB's shall be manufactured in accordance with AN51/AITG Standard A110.1 and ASTM D 3131. d. 6LB's shall bear AITG certificates aid be submitted to the Building OPPiclal. e. Shop drawings shall be submitted to Engineer for review before fabrication. f. 6L8's may be replaced with Parallam Beams (P5L) of equivalent size. Parallan Beans are maufactured by TrvsJolst McMillen. 6. All lumber shall have moisture content not exceeding I4% at the time of installation. HARDWARE I. All framing anchors, strops, hangers, post caps, column bases, holdovers, hinge comectors, angles and clips shall be manufactured by SIMPSON or equal. Nailing schedule shall be In accordance with product requirements for maximum tabulated loads. Unless noted otherwise, Simpson tine N nails shall be used with the above framing comectors. 2. All straps Indicated on drawings shall be fastened with nails where bolts and nails ore optional. Bolts ore required only when specified. 3. Ibd and lOd fasteners are common nails and sfiall be used throughout this protect except all toe nailing may be 8d box nails. 10d common nails may be replaced vilth 16d sinkers. Box nails shall not be used unless noted otherwise. 4. Fasteners for preservative -treated and fire-retadcnt treated wood shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for zinc -coated fasteners shall be In accordance with ASIM A 153. Exception: Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel with coatingweights In accordance with ASTM B 645, Glass 55 minimum. (GBG 2304.4.5) 5. The diameter of bored holes, Including machine bolts, anchor bolts, holdown bolts, shall not be larger than the specified bolt size plus I/16th of an Inch. 6. For horizontal straps installed on 'I° joist, LVL, PSL or L5L beams of which the width is less than 2-1/2', use every other nail hole in each row (CS16:8d; MSTA:I0d common). zha' rr:;:y include I FILE C3PY Permit No. 0 (5 ft-c g F' rsviow approval Is sti , r rcrs and omissions. a! of constf::c5on Cc-: ..;..:s not authorize n cf any ed:.;.:.... r ; e. Receipt Field L ;py and c_.....,.:.s is acknowledged: By: Date: City of T:'cwila BUiLDINN2 DIVISION D15-0248 I. This nailing schedule Is to be used only If not specified elsewhere In the structural drawings. 2. Where splitting of wood may occur, nail holes shall be pre -drilled 3. NAILING SCHEDULE: (2015 IBC TABLE 2304.4.1) CONNECTION I. JOIST TO SILL OR GIRDER 5 - 8d COMMON (2-1/2' x 0.151") 3-5" x 0.151' NAILS 3 - 5" 14 GAGE STAPLES LOCATION TOENAIL 2. SOLE (BOTTOM) PLATE TO J015T OR BLOCKING 9. TOP PLATE TO STUD 4. STUD TO SOLE (BOTTOM) PLATE 5. DOUBLE STUDS Ibd (3-I/2' x 0.135') AT I6'OL. 3" x 0.151' NAILS AT 8' 0.C. 3' 14 GAGE STAPLES AT 12. 04. TYPICAL FACE NAIL 2 - 16d COMMON (9-1/2' x 0.162') 5- 3' x 0.151"NAILS 5 - 5' 14 6A6E STAPLES END NAIL 4 - 8d COMMON (2-1/2' x 0J91') 4 - 9" x 0.151' NAILS 3 - 3' 14 EASE STARES 2 - Ibd COMMON (5-1/2' x 0.1627 (2 - 20d 50X NAIL a 9x SILL PLATE) 5- 5' x0.151"NAILS 3 - 5' 14 GAGE STAPLES TOENAIL END NAIL Ibd (5-1/2' x 0.155') AT 24' 0.C. 9' x 0.151' NAIL AT 8' 0.C. 3' 14 &AGE STAPLE AT 8' 0.C. FACE NAIL 6. DOUBLE TOP PLATES DOUBLE TOP PLATES led (3-1/2' x 0.155') AT 16110L. 5' x 0.151' NAIL AT 12' 0.C. 5' 14 GAGE STAPLE AT 12" 0.C. 8 - Ibd COMMON (9 1/2' x 0.1629 12- 5' x 0.151' NAILS 12 - 5' 14 SAGE STAPLES TYPICAL FACE NAIL LAP SPLICE T. BLOCKING BET:WEN JOISTS OR RAFTERS TO TOP PLATE 5-8d COMMON (2-1/2' x 0.151') 9-5' x 0.191' NAILS 3-3. 14 GAGE STAPLES TOENAIL 8. RIM JOIST TO TOP PLATE 8d (2-1/2' x 0.1517 AT 6' 06. 5' x 0.131' NAIL AT 6' OL. 5' 14 SASE STAPLE AT 6° O.G. TOENAIL 9. TOP PLATS, LAPS AND INTERSECTIONS 2 - Wd COMMON (2 1/2" x 0.1629 3- 3' x 0.151' NAILS 5 - 3' 14 GAGE STAPLES FACE NAIL 10. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2' x 0.131') 5- 9' x 0.131' NAILS 5 - 5' 14 GAGE STAPLES TOENAIL II. CEILING JOISTS, LAPS OVER PARTITIONS (SEE 200T GEC SECTION 206.10.4.1, TABLE 2508.10.4.1) 4-9"x0.151'NAILS 4 - 5' 14 GAGE STAPLES PAGE NAIL 12. CEILING JOISTS TO PARALLEL RAFTERS (SEE 2001 CDC SECTION 2508/0.4.1, TAELE 2508.10.4.1) 5 - Ibd COMMON 0-1/2' x 0.162'1 MINIMUM, TABLE 2308.10.4.1 4 - 3" x0.151" NAILS 4 - 5' 14 GAGE STAPLES FACE NAIL 15. RAFTER TO PLATE (SEE 200T GBC. SECTION 2508.10.1, TABLE 2908.10.1) 5 - ed COMMON (2-i/2" x 3- 9' x 0.191"NAILS 4 - 9' 14 &A&E STAPLES TOENAIL 14. BUILT-UP GORIER STUDS 164 COM4Ot4 (3-1/2 x 0.131°) 5' x 0.151' NAILS 5' 14 EASE STAPLES 24' OC. lb' OL. 16' OC. A AB. ABV APP. APA ARCH B.FNL BEL BLK'6 BM. BTM BR6 C CANT. G J. GLb GLR C.MUJ. GONG CONN cONeT GONT CSK CTR DBL DET D.F. PIA DIAPI4 PIM PIR DR DWb (EJ EA E.F. ELEV EMB E.N. ABOVE AND KFI "P1 HT. ANCHOR BOLTS INFO. ABOVE INT. ABOVE FINISH FLOOR J.H. AMERICAN PLYWOOD A560. J.T. ARCHITECTURAL K.P. BALLOON FRAMED WALL LOG. BELOW MAMP. BLOCKING MAT'L !CAM MAX BOTTOM MB. BEARING MEZZ CAMBER M.I. CANTILEVER MIN CEILING JOIST 04) CEILING WA CLEARANCE NAIL'S CONC. MASONRY UNIT N.T.S. CONCRETE 0/ CONNECT, CONNECTION 0.C. CONSTRUCTION OPEN'S CONTINUOUS OPT. COUNTERSINK 0.515. CENTER PC'S DOUEL.E PERIM. DETAIL PLIPLT DO)&LAS FIR PLC.'S DIACONAL PLYP DIAPHRAGM P.T DIMENSION RAF. DIRECTION RPM DOOR REOD DRAWING RET. EXISTING RP EACH SAD. EACH FACE SCH. ELEVATION SEC. EMBEDMENT SHT. EDGE NAIL EQ. EQUAL EA. EACH WAY EJNE.P. EACH WAY EACH FACE EXP EXPANSION EXT. EXTERIOR FP. FINISH FLOOR F.H. FULL HEIGHT PNAB. FULL HEIGHT OF BLDG. FIN FINISH F.J. FLOOR JOIST PLR FLOOR P.N. FIELD NAIL F.N. FADE NAIL F.O.C. F.O.S. F.P. FT6. PiM'& FALOB. FULL WIDTH OF BLDG. g 6AL'6E SALV. GAR 6E.T. &ABLE END TRUSS GEN. &LS. 6LU-LAM BEAM b.r. GIRDER TRUSS 6R HDR HER HANGER HORIZ. HORIZONTAL HEIGHT INFORMATION INTERIOR DRAWING JOIST HANGER JACK TRUSS KING POST LOCATION FAGH FADE MA LEVATION MATERIAL MAXIMUM EMBEDMENT MACHINE BOLT MEZZANINE EGIUAL M) I Fawi F I 'ACH WAY MINIMUM NOFJw T A/PUG e5XPANSION NAILING XTERIOR NOT TO SCALEFINISH FLOOR OVER FULL HEIGHT ON CENTER OPENING OPTIONAL ORIENTED STRAND BOARD PIECES PIRtIMETER PLATE PLACES PLYWOOD PRESSURE TREATED RAFTERS REDWOOD REQUIRED RETAINING ROOF SEE ARCH. PRW'65 sciterae SECTION SHEET 5HT'6 SHEATHING 51M. SIMILAR S1MP. SIMPSON STRONG -TIE 5PGS SPACING SPECS SPECIFICATIONS 5Q. SQUARE STL STEEL STRUGT. STRUCTURAL Sf5. SHEAR WALL SCHEDULE SAT. SHEAR WALL TYPE T•B TOP AND BOTTOM T46 TONGUE AND GROOVE T.N. TOE NAIL T.O. TOP OF T.O.G. TOP OP CONCRETE T.OS.F. TOP OF SUB -FLOOR T.OJ'I TOP OF WALL TOT TOTAL TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE UO.N. UNLESS OTHERWISE NOTED VERT. VERTICAL POW WINDOW WYIF. WELDED WIRE FABRIC WITH YWO WITHOUT • AT II PARALLEL 1 PERPENDICULAR CENTER LINE HANGER /_ STEEL ANS F LEGEND 15. BUILT-UP GIRDER AND BEAMS 20d COMMON (4' x 0.192') 32' 04. 3' x 0.151' NAILS AT 24' 0L. 3' 14 GAGE STAPLE AT 24' 06. 2 - 20d COMMON (4' x 0.142') 3- 5' x 0.131' NAILS 3 - 3' 14 GAGE STAPLES FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES PAGE NAIL AT ENDS AND EACH SPLICE NOTE: •. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT PFERE OTI ERYIISE STATED. •. STAPLES SHALL HAVE A MINIMUM GROYfi WIDTH OP 1/16 INCH. A SHEAR WALL SCHEDULE , r ,r fE2et� l NOTE: SEE 2/5-2 FOR DETAILS. Vnt:('I Liz FOR: -t • Shea: • Frame: * E ge: • Field: * Sill: • Block: 260 pit (seismic); 364 pit (wind) 3/8" 058 2x DP at 16" o.c., Block All Panel Edges 8d Common o 6" oar. 8d Common o 12" o.c. LTP4 0 16" oz. at LVL/L5L Rim or (4)I6d Sinker every 16' Into 1.15" Min. 'I" Joist/51 A34 a 12° o.c. or A35/ LTP4 0 16"o.c as LVL/L5L (4)16d Sinker every 16'(one at 3.5"o.c.) • °I' Jois El: Yric31 m'f` ,r bin() CS. ^ Pr'ng c' YLII.:!ila . NVhK) r N 350 pIP (seismic); 440 pit (wind) * Shear: 5/8" 05B • Frame: 2x DF at 16" oc., Slack All Panel Edges Edge:• 8d mm Coon o 4" oar. • F: Ea Common o 12° oz. * Sill: LTP4 0 12" oz. at LVL/LSL Rim or (6)16d Sinker h 2 rows every 16" into (2) 1.15' wide or (I) 25" '1" Joist/Block • Block: (2)A34 to 16' o.c. or A35/ LTP4 a 12' o.c. at LVLJLSL Rim or (5)I6d Sinker In 2 Rows every I66(one at 6"o.c) 0 "I" Joist/Block • Shea: • Frame: • Edge: • Field: • 5111: • Block: 440 ppIP (seismic); 666 pIP (wind) 3/8' 05B 2x DF at 16' o.c., Block All Panel Edges 3x or 2-2x studs shall be used of alFabuttfng panel edges. (Stitch nall 2-2x w/Ibd sinker o 4" o.c.) The foundation sill shall be 3x P.TD.F. Sd Common o 5" o.c. staggered Sd Common o 12' o.c. LTP4 a 10' o.c. at LVL/L5L Rim or (8)16d Sinker in 2 rows every 16' into (2) I.15' wide or (I) 25" 'I" Joist/Block A54 0 6° o.c. or A35/ LTP4 a 10"oz. at LVL/L5L Rim or (8)16d Sinker in 2 rows every 16"(one at 35'o.c) o "I" Joist/Block P3D 480 pIP (seismic); 1312 pIP (wind) * Shea: 3/8' 0513 Both sides • Frame: 2x DF at lb" o.c., Block All Panel Edges 3x or 2-2x studs shall be used at allabuttingpanel edges. (Stitch nail 2-2x w/Ibd sinker 0 4" o.c) Top * sill plates shall be 5x4 or 2x6 D.F. The foundation sill shall be 3x P.TD.F. Note: Offset panel joints on opposite sides to fall on different 2-2x studs, or stud shall be 3x min. and nails on each side shall be staggered. • Edge: 8d Common 0 3" o.c. s a{-ggered • Field: 8d Common o 12" arc. • Sill: LTP4 0 6" oz. and (6) I6d Sinker every lb" or (3) I/2" die x 6" lag screws (i" long In 31x sill) every 16' or (4) 5D5 I/4"x4-I/2" screws (6" long at 3x sllll) every 16" Into min. 3.5"x Blk/Rin Beam. (3)A35, LTP4 or (2) LTPS every 16" * Block: A 640 pit (seismic); 846 plf (wind) • Shea: 3/8" 058 • Frame: 2x DF at 16" o.c., Block All Panel Fr.ilr. 3x members shall be used at all nutting panel edges. The foundation sill shall be 3x P.TD.F. • Edge• 8d Common o 2" oar. staggered • Field: ed Common 0 12" o.c. • Sill: LTP4 0 8" oz. at LVL/L5L RM or (10)Ibd Sinker in 2 rows every 16' Into (2) I15' wile or (I) 2.5" "1' Joist/Block • Block: A35/ LTP4 o 6' O.G. j HEADER OR BEAM DETAIL NUMBER / WALL 91$T NMBER : 1 REVISION NJh1BER NDICA1E5 Greet RADOPMM AID INSTALLATION FACE INDICATES (WM ND ICLDCVN AMP INSTALLATION PACE. B1.ARSW FOOTINS, DREPBI® POOTINS, NM FLAW rOR DIFISSION CONCRETE PAD are STOOP, SCE PLAN FOR DUQCIGN. a INDICATES POST A1X E ▪ INDICATES POST MELON • RCIGATES POST MOVE At BELOW BEAM OR JOIST O TOP PLATE, TORBM (II-� VERT. STRAP POST ABOVE OR maw FRAMI146 RUN 2x AT b' oL.-size AND SPACING \-FRAMIN& SPAN (L•e'-O') -SHEAR WALU. LB46TH SHEAR WALL TYPE (SEE SAS) EXTENT OF SHEAR WALL SHEARWALL NOTES I. a. Contractor shall review all typical shearwall and connection details prior to start construction. b. All sheer materials on shearwalis shall be extended from horizontal diaphragm to horizontal diaphragm or to Foundation, WON.. 2. SILL NAILING a. 5111 nailing is the connection between sill (sole) plate of shear wall and framing member below such as rim or block. b. Care must be taken to ensure the penetration oP these Fasteners Into the blocking, rim Joist, or beam. c. 5111 railing does not apply when sill plate Is resting directly on concrete. 5. BLOCK NAILING a. Block nailing is the comectln between blocking, rim Joist or beam directly below the shearwall and the top plates, beams of the lower level. b. LTP4 clips may replace A35 clips with the exception that It is not permitted where nails would be driven Into lamination of lumber. cAll blackings other than those located underneath the sheawall shall be held in place by the followings: • for 2x blackings, joists: 8d toe nails spaced of maximum 6" on center. • for TJI or similar blackings or Joists: 16d Sinkers at 8' on center vertically applied through the bottom chord. • for TmberStrand or similar vertical-laminated lumber: A34 at 16" O.G. or LTP4 to 24" O.G. Is recommended. 4. NAILS: All-EemlrtonMnallPied in the above Schedule may be replaced with hot- VdttaNmp) t galvanized box rails. ("AIDE CCAAPLIANCE APPROVED MAY 11. 2618 City of Tukwila GILDING DIVISION REVISION a.L f.ECE-St''` CITY via i L,t'..•+ J:, My,•, PERMIT CENTER b 1 5-- oz�r8 40th st Tukw i rood-frenled residential a h n ttrvtunl engineering MINE by se es -framer (206) 460 - 4730 changahnpe@gmail.com 3I620 23rd Ave S, #201 Federal Way, WA 98003 FOR PERYMIT ONL THIS DOCUMENT HAS BEEN PIMA= Ka MOT APPLEA110N AND ISSUB- Jila TO REVIEW AND MODIPICATIDNS BY GOYORJO(FALAGICSIS. Submit 5-8-2018 A • STRUCTURAL NOTES • NAILING SCHEDULE • SHEAR WALL SCHEDULE • SHEAR WALL NOTES • LEGEND ABBRI VIATIONS S 1 of 5 sheets r BLOCKING AND JOIST L Z4'-O' MIN. 12-Ibd PER SPLICE BEAM PER PLAN !:Q EQ 'NOT 1 WALL TOP PL. SHOWN FOR • NAIL SPACING (HATGIED) STAGGER NAILS WARENAIL PER MANUFS SPEC. -- G1.ARlTY 5T6224 STRAP,U.O.N.E.N. 5T6224 STRAP, PLYWD 5HT'6 W/ S.W. TO BE APPLIEDLE55 SPAGINb IS EQUAL OR THAN 3 S.W. SPACING��115E BLOCKING ANvSPLICE: (Ibd RT 8" O.G. WHENJST/LVL Er. 21 BTWN PLATES, U.O.N. BEFORE 1 WALL•A• .TYFE PI 6" JOIST NOT SHOWN FOR GLAfzITY SPLICE 15 8'-0")s NAIL HOLE ON I�� PANEL ERECTION ALL EXT. WALLOTHER SANE A5 _ BEAM OF / INVERTED �1-� T- I �SAh1E AS MOH, 'A' FLUSH BEAM OR JOIST • CONER (ON INNER WHICH THE WIDTH IS /: ;%. WHERE OCCURS II POST WHERE SHOWN III INVERTED P2 4' FACE a INSIDE CORNER) LE55 THAT 2 I/2') �// / BEAM PER PLAN ON PLAN THUS: ill lx WHERE OCCURS •A. P5 g•• 5T6224 STRAP TOP UDx PLATES CORNER (PLAN Vet EQ EQ _-- _R__ —"'- o (HATCHED) Lx+ 1 212� 2X STUD IMMEDIATELY . • ALL �. wALL cc ® LTP4 0 "B" O.G. IF IIr4 1A, .. LTP4 0 '93' D.G. IF 111� 'A' P4 2"" ' rx;ivAL TOP PLATES WALL BELOW SPLICE, TYP. BEAM BEAM 'a• > ;�_� STUD •a' > 2x li.1111. IOd IN EVERY OTHER 36' END DISTANCE ®FLUSH ®DROP ® END STUD 2x - "B• PI 24' (NOTE: NAIL PER HAWES EVERY OTTER ■1• -- PER OTHl3R DETAIL 2X STUD AT lb" OD. UDN. t s EN. Ie�� EN.h� �. ROUND HOLE IN EA. ROW 3x CONT. Bi.K'6 FOR I TR L OR JOIST OR HEADER BEAM PER PLAN 16d a "A' O.G. THRU ;r I Q Ibd a 'A' O.G. -mu r �� mII---DBE. 0 as SIDED OCCURS ' B" P2 12' NAIL HOLE ON 'I' J5T/LVL LE FLUSH BEAM UA.N. STRAP EXTENDED TO LEFT END OP WALL EXTENDEDTO Ti•E (2) Bd T.N. 2x END STUD a O •_.�-.._ 2x END sTUD® j. �" 12" BEAM OF WHICH TIE WIDTH O ICE: L < 4'-0' NOTA36, NOTE: STRAPS WIDER THAN I-I!2" 15 LESS THAT 2 I/2'1 EpU,eL E,gU,e,1, jl SHALL BE NAILED FLATWISE ACROSS TOP PLATE ONLY. GM5TI4 (2) LTP4 SINGLE SIDED PLYWD I DOUBLE SIDED PLYWD LINE, U.N.O. 'B' BLOCKING OR RIM (3) LTP4 TOP PL. ® P4 8' EQ ewes al •w •w- EN. ' ..---.—.. 1 �l I �•.. TOP PLATES FA BERM OR HEAVER HALL PL92 OTHER DETAIL ATTENTION: ii1iSii :t? i1i1-111rri�i� =: \V IA,1211= ,...�.....�,...,........-�., 'l-Lla;ll�'PIC_ di C- , I: _ 1 ..► .--. JYYY=Yr�eY"Ire�3Ype�1 1 4X I.'' 21 TA36 (2) Ibd AT b' O.G. (I =- FULL HEIGHT K.S. TO 2x6 U.O.N.. l6d SINKER 3x6 MI • I/4 X 4 I/2" (x6' IF 4X POST 2X4 U.O.N. EN. O SAME 3x4 MIN. 12' " _ AT EXTERIOR HALLS. Ibd o b' 0.0 5T6236 (L=14 MIN) STUD MAY BE POST it PER PLAN EN SPACING USED) a b• O.G. > Ibd P.N. •• 6' O.G. POST PER PLAN I FOR BLOCK HO�ONN "L^LL TMxc IN 53V5. GwwsE I" SHEAR WAu MIN. PENTRATION DR/,JPPED BEAM ATI SHEAR HALL APPLICATION,ES L SHALL APPLY TO EAR B LENGTH OF WALL THAT CONTAINS THE SHEAR WALL(5). ® HIGHER WALL G� ® STEP DEEP BEAM f�1 ® ® % �(• TYPICAL HORIZONTAL TIES @ TOP PLATES BREAKS AL1 OR NOTED, 3 TYP. SHEAR WALL CORNER, INTERSECTION d THK. CHANGE (PLAN VIEW) 2 TYP. BEAM -TO -TOP PL GONN. TYP. TOP PLATES AT EXT. WALLS AND SHEAR WALLS 16d 'A" o 0s . OPTIONAL - LTP4 AT 'B' D.G. OPTIONAL --� AT "B° O LTP4 G. LEGEND (PLAN VIEW) EDGE NAILING _ �_i�`_\—IS e D MOLE DIAMETER) I -AI_----- ��► SEE PLAN END °L' III E.N. e-�' rr�fl�'� - E.N., , APPLY GDX BEFORE SHEAR WALL TYPE ���—_�_/ ��`,/► USE EVERY OTHER NAIL HOLE 1 513E TABLE GS ON '41 E.N FRAMING, PERPENDICULAR SEE SHEAR WALL FIELD NAILING ai/� ' IN EA. ROW OTHER ROUND (USE IDd IN EVERY HOLE AT CMSTI4) FOR FASTENER BLK'6 �' ��Jr `, ,i TYP- �I,� w �1, WALL OR FOLLOW SCHEDULE �.1\��I=���\ r�1= O 2X BLK'6 (3) LTP4 TOP 4x P05T DETAIL 4G/SDI _ T. - ♦ TO 4X BLOCK l II -MATERIAL Ibd AT EXTENT OF —1_V_I—_ TRUSSES, RFTRS ili STRAP PER TABLE 111111" STRAP ALT. INSTALL SHEAR WALL I�is��►�IS OR FLR VON ON PLAN IP PER TABLE ' 2 = G5 STRAP(5) PQR PLAN DOUBLE SIDED II PER PLAN TYP, `A" O.G. ffla II�wiwau w TYP ■i OVER:lr4 MATERIAL I ��_•�• .��—�,PROVIDE IP STUD IFWALL TOP PLATES 2X STUD AT OGOA 5 vousa_ sow -�. T — ITOP DI I I/2' FOR 2X4 1 W41 r—_I BLOGKI�N6 AT FLOOR, VERT.4 PLATE OR , ��r�f ' `r`— 'An • b' FOR PI 'B = 24 FOR PI 7 O I�� ITS T �1��t� �* Ike ��� A = 4' FOR P2 'B' • 16' FOR P2 SHEAR WALL �' EDGE NAILING ��� D> 9 I/2' FOR 2X6 9" POST < HOEDOWN �I�_ FLAT BLOGKINb AT ROOF TOP PLATE - MATERIAL ONLY WHEN BLOCKED APPLY SHEAR REM:, WHEN \�-- DIAPHRAGM cm I Fn OUT �� •A" . 3" FOR P3 B" 12' FOR r�■�sa�ra®eeaieecaee� = P3 ABOVE !BELOW WINDOW SHOWN ON PLAN Iry ON PLAN 2X4' A5 OCCURS ATA66ERED 'B' • 8' FOR P4 WHEN SYMBOL OF SHEAR ' 2'-0MIN. D TOP PLATE TOP PLATE yt T STUD WALL WALL SHOWN ACROSS WINDOW yiIDTHPOST J < 11/2' NO STRAP REQ'D L•12" MAX NO STRAP READ L=12' MAX. 4X =� AT Id P4 UNLESS JOINTS BLOCKED - P� p SEE DETAIL I/8' MIN. 3/8 MIN. IIIII El GAP EDGE 2' ST6236 UAN Lab' MAX. NO sit REAV L•12' MAX. / 4X BLOC AT LEFT FOR (L=14" MIW' OPTIONALFOR A35 AT 'B' `. i TYP, w . a AR HALLII E.N. DISTANCE 2 I/2" MST51 U.ON L=3 I/2" MAX NO STRAP REQV L•12' MAX. NOTES: 1 DM/WHERE 7 PER OD. _ ! '� L -- �` I. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO) JOIST5 AND TRUSSES. , 9 V2' (2) M5T37•, 1 EA SIDE L•9 I/2' MAX ST6296 VON L•12' MAX. Ibd a 6" O.G. UP --- .__._. CUT FOR 14'MIN.BLOCK C _ :e /''s" �►, tii�. I _ 1 - A 2. STAGGER END JOINTS 21-0 MIN. Irn r " 4' — — M5T97U.ON L=6• MAX. STRAP END 'L" FASTENER R REMARK " 3. NAILS SHALL HAVE MIN. 3/8 EDGE DISTANCE. ' �, 2X4 BLK. VW 5 I/2' — (2) MST31•, 1 EA SIDE L•3 1/2' MAX. C916 15' 8d/10d USE ALL NAIL HOLES. 4. ALL JOISTS AND TRUSSES SHALL BE LAID OUTIN A 41-0" MODULE TO GONGIDE WITH PLYWOOD. a T 1/RA°T • • USE EVERY OTHER NAIL HOLE TO AVOID 5PLITTIN6. $ 30' 8d/lod USE EVERY OTHER NAIL HOLE. Ibd A „ ______ I - • AT 'A" O.G. POST A5 PER PLAN OCCURS E.H. 'A O.G. 5. SEE DETAIL " A " WHERE PLYWOOD JOINT ARE OFFSET DIE TO RAFTER OR JOISTS LAP SPLICES. DETAIL A CM5714 36' 10d USE ALL RND s TRIANSL HOLES. 8 PLYWOOD DIAPHRAGM DETAIL DRILLING OF HOLES TOP PLATE �OF EXT. WALLS 4 IN SHEAR WALL5 —I STRAP AT TOP PLATES BREAK 6 TOP PLATE BREAK AT BEAM 5 SHEAR WALL CORNERS CONTIWOUS TOP PLATES PERK ENI2 FULL H OF WALL UIa.E% , `_..,5R71sPim r_s„ 4X POST MIN. E.N. FULLHEIGHT, W/ SHEAR TYP. (INCLUDING NON-5TRUGBRAL) % OF STUD 2X4 STUD(5) 2)GG STUD(5) .CII*s TOP OF PLATES NNDTH "D' I PLYWD (058) PANEL SHEAR WALL / PER PLAN l 25 % D 1 9/8' STRAP PER PLAN, TYP. STRAP Phi PLAN C3 w U.O.N. 40 % D 13/8' 1 5/ 2 I/8' GO % D 2" 3 I/4' ( 1'-1� I ` TRIYLG, RFTRS OR FLR J5T5 •MIN. E.N. FELL HEIGHT ON 4X POST ( POST PER SAS. TYP. NOTCH GDX -T"� AS NEEDED TOP OF PLATES I • - ---_ _ P / -� WIDTH=D WIDTH•D f I SLIT FLOOR GDXII �3; 'I Fi/ FIELD NAILING A5 REQUIRED SILL PLATE j t-HDR HEADER BEAM DER B H j i _ @ BM: A 11=' TAD (058) PANEL ,.� �' 40 % D - 25 % D MAX.MAX. J JOIST/BLOGKING ' f OP OF F.F. BEND EXCESS STRAP priA Zx KING STUD �__ �� �� ,� 2X V2" GDX x / AROUND BM AS REQb • `.. 2x KING STUD, Mall • . \ FIELD NAIL PER 5fl5. /. P057 • 12-1-1- Nt, SIEARWALL HT. Pit Ibd • 6` PN., NOTCH IN 1 1j1�--�','�- I j s HEB s-rirr IIER, FELL HT OF WEB T• SHEAR WALL WHERE / ' VON, PLAN I $ Q STUD MOCKING. Etc) (ONLY WHERE ON I I fir 3X4 FLAT FOR FLOC AT 'I" JOIST 1 ,,,�-- O O •EDGE' NAILS PANEL EDGES ARDNfD (9TA66E(; HOLDOYN PHi PLAN — . II 2X4 FLAT FOR ROOF 5 5 I/2" 5 1/2„ MIN. MIN. 15 REOD ON :TABLE DUX ----- ,• - V.O.N. BLK'6 / EN. AT EDGEMAX. aF ABUTTING PANEL 'is, IF SPAG'GS97 , TWS. ) - iliZ ^` 6G% a 14 40% n MAX A N6 AX5TUD(IN15T AT DOUBLE 57U175 ) - 4- 10d rBEAM WEE CC UR5 EXTRA STRAPiry 4xb P05T MIN. .J 4716 ELK HEN ,y 1 15 SET LOWI I • TOP PLATES 0,d 4X P T • MIN. I 1 rip (2)576224, j / UO.N p_ A9 REaV BY 5Y15. J O I. -\il, not _•. NAILING (EN) ,-^OPENY6 YfBiE HDR SIZE 2 4X72 - _ --r N D P ED IF STRAP IS INSTALLED •AR �� N N 1 BM PER PLAN, 1 OF BNi SHALL / NV SHEAR WALL ONE FACE BE FLUSH ABET, TYP. BM. B 5/8" MIN i i 5/8' MIN. / �, I. - nose a:, at Vessel[ ro Era ' 2'EL MIN. Me NOT elor« sa Ls� OM �_ '� I ANC Wu I , . I//� • SHEAR PANEL I IHOLDOYQJ F♦3Z PLAN AT AN END OF BEAM/ STRAP NAHEADER, ANOTHER VERT. .N.) OF EQUAL SIZE • P057 OR ANOTHER BE CONTINUOUSCONTINUOUSCONTINUOUS'=i, VERT. STRAP PER SAS.;� e TABLE BaOet NON -BEARING PARTITION EXT. AND/OR BEARING WALL ROOF SHEATHIN6 NOTES: OR ONE 5IZE SHORTER SHALL OF EQUAL SIZE N.O.N) SHALL 'C NOTE: I. NO MORE THAN 2 SlOCES51VE DOABLE STUDS MAY BE BORED. BE ADDED ON THE EEAIA TO A POST BELCH. 14G/se SIM. ee ADDED TO MAINTAIN CONTINUITY. O 1�D 1 , , SEE FCIAdJATiON PLAN „ 2. BORING AND NOTCHING SHALL NOT OCCUR IN SAME STIR. I. Any sheathing panels used wide unless at Edges are on roof shall not solidly blocked. be less than 24 Inches e DETAILS FRM'6 FOR FLR OR SLAB (THIS P091 SHEARWALL 9. SIMPSON H55/55 MAY BE USED AT NOTCH/ DRILL HOLE LOCATIONS. 2. Roof sheathing shall !x to frarning members below, Installed with the face stager the adjacent gain perpendicular panels by 4 feet, DETAIL SHOWS RAISED 0 �JD ACC Poop , ALLOWABLE NOTCH 6 b DRILL nailed with 8d common nails at 6' o.c. at all panel edgsa and at 12' I O VERT. STRAP_.. 055 FLOOR Acg_.-_ kG Y({F14(tt9-i-E)k - q VERT. STRAP, POST TO BM r FLR GOFdJIT10W ON PLAN 1 12 6 OF STUDS TOP PLATE OF EXT. WALLS d SHEAR WALLS a.c. at all bltern,edlata supports. 3. The sheathing panels shall be Installed such that there Is a VW gap FINISH FLOOR ,u:�3e.ii z<Lzt•. ar i, r_r,::nzt.. ..y+'a-i:��;.r ,� !'::�sr,.:I- ;, FINISH FLOOR maintained between all panel edges to accommodate swells CODE COMPLIANCE I possible g COUPLER O'0111' 5EE MN PLAN - APPROVED MODEL No. FASTENERTENSION (lbs) HOR 80L• EMBED LENGTH, e ` --- 4 DETAILS ; '� < TOP OF GONG. SLAB DBE. TOP PL. HAY 1 J 2018 s- / PPLLAAN PER. HTTS (O.R62"mx12-1/2', 5040 5/8" 24' EDGE NAIL, STAGGER IF a - 11 TYP. ROOF SPACING 15 s• OR LESS ,: 4 ^ .- „- __ SHTG (DIAPHRAGM) SPEC.• -+ n 14 - SOS . . •! HOEDOWN PER PLAN HDU5 1/4" x 2-1/2" 5610 5/8" 24" ,,, , ^ 4u - J 7�i •SILL PLATE 4 a ° ° ° 4nJ -� 4 . _ •de• -THREAD ANCJ+r,P r ## City Of Tukwila 20 - 5D5 4x4 4X6 , PER 5Y15. /e' MIN rt_P. , _. !se-.DISYANCE 4 " a T P� TABLE (� A35 UILD VISION SI P.T SILL HDUB I/4' x 2-I/2' 64'10 1870 T/8 30' /— P.T PER _ 40 a 4 <I (2) •3 x 4'-0" A35 L REBAR DIA. 48 COGO L HDQB 2j 4• T/8 n d 4 LONG ROAR 3' SQ. x l/4" P4A.S,HER ■ x ► a .. a PLATE WU N Nur a TOP (2) V410 x 8" " (30 FOR 715) a ° ~ te5 x5g O 30' 4 „ a TL (2) NEAR '. SIMPSON SDS SCREWS ■ ° ., a (2) Wry a BOTT. d . o ♦ x /��//\�/ : T.O. GONG. WALL 30 - ' 4X6 4X6 OR In" 9/6' MIN. TTP. . iY16HTEN YV REBARS) KS. - -.- - --'--- `- .' .. ' 60' MIN 4 (�O• MIN , .INd� \ HDUII I/4" x 2-I/2' 9535 I615 a EDGE DISTANCE SEE PLAN ' , - ` 1 ,-e: 4=s 4 4 ` 4 4 v F ALL-T `D ANCHOR HDU14 36 - 5D5 4X8 OR 6X6 , Ea Ea HDR, OR BM. �� SECTION VIEW O SEE PLAN . 4 t BOLT PER TABLE /4' x 2-I/2• 4340• 1 56• PANEL EDGE NAILING �� 1r 4 I NOTES: D ATTENTION: HOLDOWN TABLE (b) LTP4 a d''�j�j66"MIN a 36" MIN. I. ANCHOR ROD INSTALL "LPG' DOWEL 90 DEGREE EDGE Hai ,STAGGER EDGE NAIL, sTAe 6ER IF ANa oR 'ad, mail ALLOWACLC EA. SIDE BENT MATCHING 1 .'f4 4 .cite 2-1/2"GLR I : 1 it MUST BE 2. MINIMUM GONG. STRENGTH GRADE A36 OR ASTM A30T 2500 sl. U.O.N PER PLAN P IF SPACING I5 9' OR SPACING I5 3' OR LESS MODEL FASTENER „ OR AGE6 BOLT DIA. LENGTH TENSION (Ibe) HORIZ. REBARS L�5 3/8' MIN, TYP. PRIOR TO VERT STRAP .- I" GLR - `EDGE DISTANCE - YWOOD SHEAR MATERIAL HITS 26-I6d(0.162'Ox2-I/29 5/8' 18" 5,040 PER DETAIL 14/SD3 - 4a . ` .. (2) M5 STEEL WIRE WASHER TIGHTEN TO ROD PLATE r -± ��� ---------- REBARS 1 _-- I ��1�) IYY,, Has 14 - 5D51/4' x 2-V2' 5/8' 24' 5,610 P. PER FOUNDATION PER j• (2) 85 BAR 4J ~ Ibd AT 4X4 4X6 (2) e15 PLACE I' ABOVE Ex SPADING, 20 - 5D51/4' x 24/2• • e.' 3D �� TRIM. DETAILS TOP OF WASHER `�' ET 1" GLR ABET WASHER PLATE 3• SO x I/4• THK // J % I�1. STAGGER NAILS IF 6,9i0 7810 (2) A35 E PLAN - BEND REBAR AT DORMER CONDITION. HASHER PLATE - BEND DONN AT END OF GONG WALL. I NUT AT TOPE PL O t 2-I/2' CLR BETNEEN 05 BARS. SPACING IS 3' OR LESS 4X4 4Xb 2X STVD (3X PG, HDQB 20 - SOS I/4' x 5• VD' SO' 5,510 8,445 2X STUD L 2 NUTS,AT BTM OF PL r REGRET PER SAS HDUU 4X6 4X8 or bX6 ALMINATE 90 - 5D51/4' x 2-1/2' I' 96 4$35 I;IT5• sal "L" INTERSECTION "T" INTERSECTION SIDE VIEW SECTION VIEW SECTION A -A 36 SDSI/4" 2-1/2' 4 W,340e - PLYWOOD (055) SPLICE DETAIL (PLAN VIEW) HOU14 - x 1' 96 SILL 16 TYPICAL SHEARV ALL FRAMING AND HOLDOINN SPECIFICATION (ELEV./SEC. VIEWS) 15 TYP. HDR TO KINGSTUD 4 TRIMMER GONN. 14 TYPICAL REBAR LAPPING 13 TYPICAL HOLDOI^MN DETAIL Li V H 1 1 V p Li 0 0 Z < 0 SS 40th st Tukw i voed-frsmed resident's!a h n Watford engineering services by to ex -framer (206) 460.4730 changahnpe©gmail. com 31620 23rd Ave S, #201 Federal Way, WA 98003 33802 itSIONAL Grp. 1-4-2014 aa•^ FOR PEERY.MIT THIS DOLIAIA HAS BEEN MEMO FOR MET APPLICATION AND LS SUB - MC TO REVIEW AND MODIFICATIONS 8Y OOVHRaC'TAL A Th= Submit 5-8-2018 A 15-0248 C ITY Ui4 -,a PERMIT CENTER • TYPICAL STRUCTURAL DETAILS S-2 of 5 sheets MANUFACTURED ROOF TRUSS 2R4' ROOFTRUSS AT BOTTOM CHORD MAY BE SLOPED • INSAGRo,�6 FLOOR VERTICALLY TALL LTP4 Thi-• i SILL PLATE GOLLEGTOR TRUSS ! IX6 DIAGONNA.L BRACING U.O.M. ON PLAN 8d AT 6' O.G. / '' L A35 CLIP �e� �L AT 24" O.G. ROOF GDX X4 $LKY° AT SLOPED AT I:I MAX. ea . FLR GDX co)m)wUS TOP 40' WQ! 3 8d EA. TW)55 dA7bAiSHEAR/ uldr-- IDS PL-AYES PER I/51 „ O.G. b 2X ELK'6 ROOF COX, TYP 1►1: SHAPED /-A 17 NON -SHEAR Wu1 • J[l�,• N L ► • _.. VERTICAL NEB AT (SEE PLAN) ►� 2X NAILER ���� /4" ► BEARING POINT t�-�� IIOCI AT 6' OG. TYP. VON. 1 44SHEAR PAU- PER PLAN,TYP. Will i 17 FULL LENGTH OF WALL PI COLLECTOR TRUSS MAY BE 2 PLY AND/OR 1 • TOP PLATE 27<ABLK'60A. / �A 1:� AND BL K WHEN OGlJJR ` SAD. FOR /--(N) BM WHERE OGGURS WALL III TO EACH K70 TRUSS LIP FLOOR COX VENT HOLES ALTERNATE OFFSET. SEE O PLAN FOR DESIGN LOAD JOP5r PER PLAN 11}....,EN.SILL _ EQUAL __ NAILER AS NEEDEDU.D.N. TW!=.fLTP4 ON—EAVE CONDITION=i r NAILING LSgO 3X OR (2) 2XII/a'THCMN. BLK'6 AT g0 L9L/!'' PER 5N15, „ A35 AT 24 o G OR LVL R!M •• TYP. UAN. �illi TPa a 2a' o c. AT BOTT4 SHEAR ADD AT 32" O.G. 1�� LTP4 4X4 NAILER X 4'-0' E.N.t PEDROOF 2x NAILER &'-(2) 16d SINKER a 8" O.G �.� ���•� E.N. WALL I0•17.,-_,.:SAD. GOLLEGTOR. TYP �` .I��TOPPLATESL`'� 2X4 NAILER X 3'-b' $ O or 'e`R =;-WAI I� I \ I' t AT 5TUGG0 �I ' It BEAM PER PLAN AS OCCURS PLAN, MATL MANY T6296 (NOR) d AT —sat„ ALL W/ Ibd AT 3' O.G. STAGGERED I�/'t%+ is \ IL PROVIDE SOLID SQUASH TYP. &00c ..�� I' �1., E.N. SAT PLICES, HORZ STRAP PER IPLAN y ..,. - -.I SHEAR MALL! BEYOND PER PLAN. BALLOON TO BOTTOM OF I/`c°9' STRAPS, TYP ^ ► \\\ ►� 1/4 • ► _�_� �� WALL ALIGNED WALL OFFSET �� pl rYK NAILIN6 UPFSL 51EAR • W/ TRUSS ro C.OLLFxrOR II NON -BEARING III STG TRU55 GLIP ROOF TRU55 a 24' ` INTERIOR BEARING, WALL AS OGCURS OGGUR ON EITHER y ---a" �i--- au ais-t) ALTERNATE TRU55 O TO EAGk TRUSS OWG.1 NON -SHEAR WALL (LTP4 MAY BE INSTALLED HORIZONTAL) : , OCCURS SECTION A -A. NAILER.S WHEN (2)MSTAA45T USED WALL ALTERNATE SIDE, TYP 6 STRAPPING LOLL TO TOP PLATE 5 TYP. AT NON -BEARING WALL 4 TYP. NT. SHEARWALL 1 TRUSS 3 TYP. INTERIOR SHEAR WALL 2 TYP. EAVE DETAIL I "I" JOIST TO 1 WALL 2X4 FLAT OUTRIGGER AT 24' CO AT 6. O.. Sd AT 6' O.G. 2X FLAT BLOCK EACH BLOCK ROOF WITH 3-Ibd TO TRUSS 2x LOW RF RFTR 2ND FLR WALL ROOF GDX 8d a 6° O.G. (BACK I '1JI I' COXII�S►�1:1 ROOF GDX LPl-4 e 12' O.G. - - - ,_ eG f�: p i 8d s b' O.G. IN (2) LAYERS STAGGERED TJI BLK'6. 19.2' OA. AT AND AT TNT. OEARK WALL, WHEN DBL RIMS u5®l, TTW. EXT. WALLS (6b' of I' 2-1�' *-- �� I E.N. NAIL) \ (1ill�� . TYP. . . ALLOW GUT-I> 24" MIN. AT ' EXTERIOR SHEAR MATERIAL TO LOW ROOF ROOF TRU55 OR 2xRAF NUMSTA24 ACRO� RIDGE ad AT 6' O.G. -- TOP CHORD �j ROOF GDX �� e�•': jj,�iu �� C� �l�MIT EN. Lie �r / I lod o b' OG. JOIST FER PLAN till —SILLNAIIbtillTA BETWEENKTRUCri=, .5d AT 6' O.G. E-N r,._ ►�� 2X4 BRACING AT RIDGE AND AT9-IOd EA. BLOCK BI rrK NAIL'S .� ISP PSL BM PER WALL TOP PL. �eSj►. ] �— 1� 6'-0° BLOCKING GOLLEG O.G. NV 3-16d F.N. TO 2X EACH END END TRUSS Bl OGK1tIG GDX lbd AT 0' OG. PROVIDE SOLID ��SH RACK '�=• EN. ' BELOW POST ABOVE, TYP. 7 SEE ALL PLAN ON OUTRIGGER FOR LATERALE LOAD TO PASS . 4 SHEAR WALL E.N. PRE -FABRICATED i ROOF TRUSS AT 24" D-G. NOTE: SEE DETAIL ABOVE COMPLETE ISO' FOR -. PER - 'TMP' 9He•nAt<,.si LTP4 AT 30" O.G. U.O.N. PER PLAN ROOF TR.55 OR 2x RAF v0s8TA24 ACROSS RIDGE SHEAR MAY MATERIAL OCCUR PER PLAN ON EITHER SIDE . ,. �. 5N1 PER PLAN BALLOON SLOPING TO FRAME WHEN CEILING BOTTOM OF TRUSS INTERIOR SHEAR MATERIAL TO LOW ROOF 12 11 TYP. RIDGE (HIP SIM.) 10 q WALL TO LOW ROOF GONN. a RAKE, GABLE END WALL 7 "I" JOIST TO 11 WALL VERT. STRAP THRU BEAM 10d AT 6. O.G. F1 S! UA.N 4X POST, MIN. 9 SHEAR MAIL INSTALL EXCESS SILL NAIL'S M5TT2 U.ON. '' STRAP ON POST PER PLAN, MAY BE ON EITHER SIDE � I IOd AT PER SNIS. —► 6° O.G. SEE PLAN FOR PCB -FILLER YV _:, ��r I E.N. ►,:1 BLK NAIL'S I, td SINKER AT 4'O.G. ril 1" BLK'6 OR 'I' J015T II TO WALL "I' Ibd AT 0' MAX W4-104 AT O.G., SILL NAILg ��w JOIST / TOP PLATES �1I PER SYlS 6 1 4 K �, UAN. Bps: �� (W 1314' MIN) 16d a 0' O.G. fl SILL NAIVE, PER 5J"t5. AING WALL e, .� r1-^ WHEN ■ �, ►I�: EN. • ANGHiOR ` FLOOR GDx 1 'I' JOIST TO MALL I`�I JOI0.4=ST/eM PER PLAN SHEAR/ - ARIN6 LSLA-VL RIM u.oN Yorc IOd a 6' O.G. 5AD. FOR FINISH I• 1O1OT see rLAN U r ax eLocK ASV HEADER ALT OR INT. SHR WALL �_4I - �� /� AND WATERPROOF Aar. OUAN, i SHEAR WALL2X r,.. I,���Mika..—.-FTR GDX+-(2)IbdEACHaSHEARWALLPERPLAN,I1_� 10d AT 6. OA. IOd AT 6' O.G. "I' JOIST PER PLAN) 7 (STAGGER BLKSI(P4 BELOW SILL PLAT �� dl'Ig LFD6ER WITHBLOCK , TYP- (P7, P2OR P3)P� PLAN OR `I' I11IIL JSI BLKY°/I11Pt • ��12' ROWSOF IbdAT O.G.EACHROW�7 tMIN. WIDTH19/4" x LVLgTI�'IT = 13/47 E.N. RIM JOIST, UAN SILL NAIL'6 PER S.WS.I HEAVIER) p=� ►:•, , �� r• ,(2 FOR J5T UP TO 10' RDW55 UP TO 69'.. 5T6224 I 2X6 BLOCKING TYP, U.D.N AT 6' O.G. UANI 'FLOOR-�bd ' -�•+�INVBiTED p�:, EN.IOd GDX, TYP. 1 rr_� EN.OTT Illf' HANGER . BM WHERE .'2X JOIST Y'U 16d • 4' HH6R MAY BE V5ED40 AT PARALLAMIll BLOGK A POST(W=I w� 111:4-11 -�W= :. •I" J015T OR BLK'6`._i 3/4° MIN.,I/2' 2 I/2' OR DBL I g/4' AT BRB WALL., IWII � MIN. LW P5L BM/ BLK'6 ll HANGER P� PLAITOVER CUr NOTCH I/8" BETWEEN "I" JOISTS NOTCH JOINOTE: M�LID O 3` O.G., TYP.1 UAN P❑OG. RONLY SHEAR MATERIAL ALTERNATE PER PLAN, TYP. • NEB STIFFENER YU4-loa EA _ ` ti CANTILEVER P2, OR P3 ASV) 4X TRIMMER, TYP. F'-• ° - I/2 CLEAR +—I SEE PLAN SIDE OF .5T READ IF U.S OR U MGR 15 USED = NOTE: SEE ARCHITECTURAL FLASHING AND PWTERPROOF. DETAIL FOR ► i. WINDOW OR .. 9 I/2XIt l/0 I-TE LSL NPR, U.O.N. BEAM PER PLAN AS \ SHEAR WALL 0 O 111 ,�. DOOR OPENING ; I OCCURS p� PLAN �5t AR . N �� -� Ibd AT 4' O.G. MIN IS TIE -DOWN ONTO HEADER BM. I6 "I" 15 FLR AND DECK CONN. 14 TYP. BLK'G BELOW BEARING WALL 13 "I" JOIST TO INT. WALL CANTILEVERED JST TO WALL WALL e FI6 1- /4' IN �'R WALL PER PLAN THREAD" STRAP PER PLAN //, WALL t Pre Di 5-0248 ANCHOR ROD '�I� 4X POST •MIN. E.N. FULL HEIGHT ON 5�D WALL 1 POST PER SAS. TYP. P.T. SILL W! �li 2X STUD WALL SLIT FLOOR COX �, AB.'S PER PLAN 2X STUD WALL I — — ^- Fi?_VI.F_Vp FU ? CODE COI,,:t'UANCE ^ ' APPROVED MAY 11. ni& Ta City of Tukwila BUILDING -�.-. -nrlr t•.IF V �. - ITS v '' i .: t: s .''. n �'' ' ` : Ia PERMIT CENTER 1 H A5 REQUIRED ILL W/ 5 IMngT R� 4-3/4" MINLARGER DRILL HOLES I/b• m THAN ALL THREAD ROD, EPDXY P.T. SILL PLATE WY AB. PER PLAN w ' J015T/BLOGKINI6 TOP OF F.F. PER PLAN E.N. `:, 1�� EN. I CONCRETE SLAB 2WC �H-I/' \ e' �� __ PER PLANE • :II. 'IMTEIPJ EXPANSION EN. SLOPE (E) FT& V.LF. rIZGIM4�L INSPECTIONp PER IGG ESR-2506 STIFFENER T_ _�__ • Z FULL HT OF WEB 1 . 7' SHEAR WALL WHERE / u as / /• F FINISH GRADE - FIWSM GRADE e / / • SAD AS • •- 'I' I • u - _..�.-u11=IIII , /T/ / AT JOIST OCCURS • II=IIII= ING e a I * 1E1111 SUB -BASE • .II N ° ° _ PAD GRADE i INSTALLATIONREM, - • - 4- IOd / BEAM WHERE SOILS • o II I — =JI PAD GRADE • J 20.1 ANCHOR BOLT INTO (E) GONG. SLAB x x- -1--e MST A SIRS EXTRA STRAP RePPER Ii9=ORT I i=1 1-I I _ 1—i I I o s. e a PAD GRADE "" ' eras 4X6 BLK WHEN I I_ e _I I :IIII=IIII-=IIII IIII-!!!1 �17 I///I IS SET LOW' -III _ —III— . —IIII=1TI=IIII o o ___ _ I'll I�IIII� 90'MaILAP I I-1 _ j I, - , �_ /- Eha_AR6E0FT6 TIE=1111e o • ! 11 I ' - • T •• MIN. _� / AS OCCURS I=IIII ° IIII= 1�ORIu 1 11- • I SUB-BAsE PER SOILS REPORT PLATES pi, %3' °"° • SUB -BASE PER ►- -• ► -•���\ TOP GLR `•11 SOILS REPORT 2-I/2' MIN. ENLARSED �R, PADg• DRILL 3/4 HOLES, 51MPSON SET-XP (PROVIDE SPEC. PER IGG-ESR • GLEAN 4 APPLY a' EPDXY. DOWEL REBAAS ° INSP. PER PLAN d 2500), .. • • a STt2AP IS INSTAI I FT7 CONT. NO. 4 BAR Frb 7II/ 18" TOP AND BOTTOM A5 OCCURS AT AN HEADER, END OF BEAM/ ANOTHER VERY. ► �, REIN PER FLAN 3 GM REINF. AT EN- .A Fr6. LARGED f IB'" 12" TONT. NO. 4 BAR TOP AND BOTTOM SEE PLAN` STRAP OR ONE NA.NJ OF EQUAL SIZE 512E SHORTER SHALL �/ TYPICAL _ i _ ENLARGED Erb A5 oGGURS SEE PLAN NOTE: FOUNDATION SYSTEM IS ALLOYED TYP. , Q. • • FTb BE ADDED A POST * POST 512E ON THE PRAM TO BELOW 14G/53 51M. SHALL SE CONTIMJOJS OR ANOTHER (VON.) SHALL BE ADDED TO VERT. MAINTAIN CONTINUITY. STRAP OF EQUAL UAN. 2-POUR NOT e 3" MIN. =1 = =1 I ` I =1 — Ry1 GRADE E�EAM (N) FOOTING (E.) FOOTING 24 VERT. STRAP ACROSS FLOOR 23 TYP. EXTERIOR FOOTING 22 TYP. FTG AT GARAGE 21 TYP. FOOTING AT GARAGE/PORCH Iq 20.2 TYP, DOWEL (N) REBAR TO (E) FT& 40th et Tukwi ahn rood -framed r•ideetiel structural enyneerist services by in ••framer (206) 460 - 4730 changaluipe@gmail.com 31620 23rd Ave S, #201 Federal Way, WA 98003 5P. I-4-2019 FOR PERMIT ONLY TIC mown HAS BEEN PREPARED POR MGT APPIICATION MW lS SUB- JECTTO REVIET AND 1101XPICATIMS BTGOVHBeEfrALAGENffi Submit 5-8-2018 • STRUCTURAL SECTION AND DETAILS S-3 of 5 sheets r TYP 1- L r rl 4 F r L 1 1- J (E) FLOOR I 1 L 1 J L IT Ir FOUNDATION FLAN I/4'=1'-0' J eto 6x12 BEAM O 3J 0 (1 et x 7XV 6x12 BEAM X 51M Q 51M L r 1:. F eft (Ea FLOOR JL--JL 71 11 L (5) 2XI2 BEAM FIRST FLOOR FRAMING PLAN V4'=I'-D' D15-0248 �<=ltF_r;.,cii FOR I CODE CO;r, LANCE APPROVED I 1 MAY 11 2C,3 Lu,u L‘sIty of Tukwila ,BUILD;NG DIVISION I £:I Y: v'.i:;i:;,y3..:= PERMT C INTER tut 0 Iy^ 12 0 z 0 rood -famed resideefiel a h n structural engine/Hag services by an ex -framer (206) 460 - 4730 chengahnpe@gmail.com 31620 23rd Ave S, #201 Federal Way, WA 98003 �. I+201q FOR PERMIT ONLY THIS o0 tmealf HAS ENS PREPARE POR MOT APRKAT1o14 AHD 6 SUB- JECT TO BMW AND 1CR01 ATI3HS BY GOVBAT04NfAL AGENCIES. Submit 5-8-2018 A • STRUCTURAL PLANS AND DETAILS LEGEND (L•T'-0') (L•IO'-0'. (L•T-10') P2 P2 P2 (L•14'-4.1 `P9/ 13 (L•6'-09 5-3 5-3 P4 L 0.•4'-67 • O el TJI 560 x II-1/6" O 12' O.G. TJI 360 x -1/8" • 12" 0.0 TJI 560 x II--1/8' a 12' O.G. P4 (L•9'-09 L (N) PRE-F 45 5 a 24" DECK h��\•...4...'���O��/'> 8 �fV ) U¢ �- 1 5 1 3 %I _ C � C P3 (L•a'-6q J (w<•>(5) SECOND FLOOR FRAMING PLAN I/4' • I' - O" HANGER TABLE II-l/8" "I" JOIST, LVL 4 PSL BEAM WIDTH I JOIST GR BEAM TOP FLANGE FACE MOUNT DEPTH SINBLE DOUBLE SINSLE =ELLE 1-9/4' 14' L TJI 110, 450 ITSIbI/14 HT414 IUSISIA4 IU5B56/14 2-IA6' 14' TJI 210 IT52A6/14 MIT4.26A4 11/5206A4 MIU436/14 2-5/16' 14' TJI 290/960, GPI 40 IT5251/14 MIT426A4 IUS206A4 MIU4.28/14 2-1/2' 14' LPI 20, LPI 52 GPI 65, .& 20, .151 50 115256/14 MT514-2 IIIa-711A4 MIU4.75/14 5-1/2' 14' TJI 560 LPI 56 Ori.T (AT 24' 0.0) MIT414: I1PTO 16'-0 mA4I6, 15-0 n(MW T14A41804Ax): 2547 MU4141 UPTO 211-0 LU5410, LPTO 15'-0 1-5/4' 14' 1 3/4' LVL BEAM YPU 19UI4 1U14 OR H151BI/10 S-1/2• 14' S In' OR 2-I 9/4' LVL, ISL, P9L k3EAM 6LTV8514 HSU5414 5-V4' 14' 5 1/41 LVL OR PSL BEAM '•'I" H6LTV5514 H605550A4 51 bxlb bx16 P2 71 5-3 SIM 0.•26'A7 (L•8' J') (L•15'-07 NOTES, I. EXTENDED TO 1-JOISTS TOP FLANGE, PER MAMFACT1RE5 JOIST ROTATION RESISTANCE REGOFRETDATON. 2. MANGEFTS SHOW ON PLAN SLPERSEDE HANGERS IN LINE BELOW USE 51MPSON HAN5ER5 LNLE55 APPROVED BY GASEf' *0 5. USE NAILS OF MAX VALUE ON MA*PAGTLRBR5 SPECIFICATION, 4. FOR STRAPS It19TALL517 ON '1' JOISTS OR BEAMS LESS THAN 2-1/2' R1 WIDTH, USE EVERY OTT82 NAIL HOLE (G516tbd; MSTAiIOd GONMIOM). 5. DEL 5-1/4' MEMBERS REQUIRE SPECIAL ORDER H6LTV HANGER&. P2 P2 1 1 P2 a"4'-0") 8 5-3 5-3 (L•12'-6') �P4/ 5-3 (L•16'-8') P4 (L•4'-00 COLL.TRU55 n ROOF FRAMING PLAN 1/41 = I' - 0' SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING, DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. ! LQVEn; of Tulorviia 13 JG DIVISION] 5trvattral observations: Per Section 1/04. of IBC for those etructures sited There Vasd , as determtsd h accadcroe with Settler 16015.1, struc5lruGtwd Oobssry Iations ore the visual observation project. a structural systems try a Registered Design Profeeslonal for general cGMormarre Filth approved construction documents. Struchral Gt sevation Is Intended to assist and supplement the work of the &kag Official. Structural Observation by itself' does not certify gnaadee, or ensure conformance weh all of the requoved construction dotantints. Strvebral oobsavotof thenoes not naive nor Is It al olterntNa to the MPeeklore In Section 110 or the csppeeccice Inspection requirements In Section 1T05. Typically, sobeavatlon occurscuri g alg1Hkalt construction stays aid at the completion of the structurabto bacons l system. The abJectNe of the structural of factor's work, aid then determine the s Nark quality5 bell ad completed h nsr I confamvla rce Filth approved oved pure spec lcatIo s. ion Is a cantracbnsgotlatsd ootMty with Is usually performed by the structural Nigher as a pat of the normal scope of services. At the aTGbsIon of the mat Itsbded In the permit, the structural observer is requhod to sutsA to the bWkitg oflckll a rrttten statement that the see Asti hove been made arid identify ay reported S&Istek* that, to the best of the *truetwat akserver's Wrowleky, have not been resolved D15-0248 DETAIL HAVER SHEET WEER REVISION HAZER •I —e MDIGA761CLDORWTEL7011 AND ReTALLATnoN FACT. • • nO/CATES NOLDawt T1TE MO INSTALLATION PACE. ENLARe® POOTIN4, DPEPEtE'D FOOT**, Se! FLAN FOR D IRNSION CONCRETE PAD OR STOOP, era PLAN PO* OIM ENCNON. INDICATES MST ABOVE • INDICATES POST Mat • IWIGATES POST M.IOJE AND EELOrl OR BM WALL 4- BEAM OR JOIST HANSER `NORIZ. STRAP ON TOP PLATE, .CST OR BM STRAP I7er ABOVE VB AND EELOW FRAMING IRtt TIE AND SPACHS 75FEEARSAWL TYPE OF sktAR PULL ABBREVIATIONS AZ�LTSgEtpW AB_ = I AN PLYWOOD APA • NATION ARCHITECTURAL =;iN FRAMED WN.L BIM C G.,( GEILIIS .f018T CIA GEILIN6 E.M.U. . -T DET DP NOE rift AD DIr=w��f D Dry nl DD o R €P. E MI Ny El'LJ:r rE�ACH1y1ApTN EACH FACE EXT. EX'fptIO1B Fp,r. FINISH FLOOR F,a r NAIL ili FIREPLACE rRM6 PR M11tkr ING EXISTIN® FACE ATIOH JOIST EAUSE 6 6ALVANIZtaGRADE 6E..6 TRUSS 61.8. BEAM 6.T. GARVER papas eR HEADER eER AL INFO IfrORMATION INT TRTERIoR JST .JOIST J.T. JACK TRUSS KP. KIMS POST LOG LOCATION NHS MANJFACIVRER MAIL MATEWAL MAX MAXIMIM MB. MAGHNE BOLT MY// )tZZANINE ITT! 1IyNIMJM WA 7107 APPLICABLE xis. NOT TO SCALE 0/ 0.0. OVER N CENTER 0sE. eo IIENNTED STRAND PL RA. rt PLNo PLTY10017 P. f IrtiC56UKt TKEATED kW/MOOD ktwv KtGUIKLO PRE-1 RCTAINI146 RF ROOF SAD. bit AKCN L ciss SGH 9Gt01ALe SEC -sECI ION SFf btiteT 514116 5IIP.A" 1111N6 SIM SIMILAR SIMP 51FF•_0N STRONG -TIE SPECS 9PEGIFIGArIONS 50 We/ARE STL STEEL SJ'tS. SHEAR MALL sucDULE 7J6 TOP AND BOTTOM T16 7OH611E AND GROOVE T.N. TOE NAIL TO T.0.C. OP TOP OF CONCRETE TAW TOP OF WALL TL TOTAL TYP TYPICAL ONO. ten a N10TOI anemias U.O.N. ine ..gyE!s4n ennw Taro CA VERT vain WIN WINDOW HAP. FELDE7 WIRE FABRIC rt/ WITH W/o WITHOUT • T I' PARALLEL 1 PERPENDICULAR • CENTER LINE U HANGER L.9TES- ANGLE HPg REFER TO SIMPS014 STROIIL -re COS CATALos E FOR HARDWARE ABBIRVIATIOt1 CITY :Jr PERM:T CENTER 40th st Tukwi cca reed-frs• 4 rslidnlid a h n dnttenl syieeerily serriar by an a-6e•er (206) 460 - 4730 changahnpe®gmail.com 31620 23rd Ave S, #20l Federal Way, WA 98003 6p. I-4-20M FOR PERMIT ONLY MS Doman HAS BSI PRB?ARRO POR P®B4IT APPLICATION AND B SOB - MCI TO MEW AND MOIXPH'ATIDNS Bf GOVIDONDITAL AGI N= Submit 5-S-2015 m • STRUCTURAL PLANS AND DETAILS S.-5 of 5 sheets 2NU FL0012 EXISTING 1,188 S F REVISION 1,377 SF TOTAL • 2,565 SF TOTAL LIVABLE SPACE BASEMENT (ADU) 990 SF AND 700 SF 1ST FLOOR 2,341 SF 2N0 FLOOR 2.505 SF TOTAL .• 6,536 SF NEW DECK 210 SF NEW PARKING 1.088 SF FRONT PATIO(PARKING) 396 SF DRIVE WAY 821 S F BUILDING 2.701 SF TOTAL IMPERVIOUS SURFACE 5,006 SF PURPOSE OWNER OCCUPIED RESIDENCE TO OPERATE AN ADULT FAMLY HOME. SCOPE OF WORK ADD FOOT PRINT DAYLIGHT BASEMENT ADO 520 SF UANG SPACE AND 396 SF GARAGE 1ST FLOOR ADD 210 SF COVERED DECK ON THE BACK SIDE AND 690 SF UNNG SPACE 2ND FLOOR 1,377 SF UNNG SPACE IOTA! RFMSFn SPACE 1.101 S F D15-0248 ASHU KETO 4418 S 140 TH ST 98168 PAR 7347600500 LEG DESC: RIVERTON MACADAM ROAD TRS LOT 5 BLOCK4 LOT 8,881 S F BASEMENT EXISTING ADU 990 S F OFFICE AND STORAGE FOR MAIN HOUSE 700 SF GARAGE 396 TOTAL =2,086 SF r. 1ST FLOOR EXISTING 1.671 S F REVISION 690 SF LIVING SPACE AND 210 SF DE+ TOTAL 2,571 SF Lf) MOLL o) '-' -E^,yLn1NINr- APPR(?VEC FXIS1W FRONT SOUTH ELEVATION r changes can be made to these plans without approval fmir, the Planning Division of DCD Approved By: L ate' 81' 2""OVERHANG EXIST 999 SF RIDGE 0n' EXISTING PARKING (5) 144 SF EXISTING DISABLED PARKING (6) 234 SF AFH ENTRY 12""0ERHANG 0164410IED ROOF IOU HAVE aOQT 10 HIV MRR FLOW DIF 1IIE ROOF 67 NEW ADD 520 SF 7 ° • • • • '°.‘°: '•• 411111111111:11m TIT a WALL uNC 161'-29" Iiy •.ol ,.<w•<. Ota.NC uNE ITC -0- FLOOR u[ BASELEH1 SLAB FLOOR UNE f• W JR_e9NT SOUTH ELEVATION I • . 1 P 1 160 58' PEnn.•.IMtS Node•: _ m•,rte• • . au .11 2 a r'n r'anRn <itai .... i :p:.I_a AC' AW1rcvaw 1Ms -52 TOTAL PARKING SPACE 1,088 SF EASY DRIVE WAY 901 S F ASPHALT P L61.29' EXIST SLOP 9S 34' •.• ....•e.a...• ....❖.❖.•...•....•....•••.... EIY-(CR1E N4C7'WA E ITY7 R.P. FILE COPY Permit No. b IS—w0vi$ Roo Woo e,y?nl Is oulj•tt to Non anddrlsuns. AproW of co Zvcton CocuoBNs yoos not atilorsa 1110 H:4ton C cr2 GCc;.t4 ado wardroom Rocco( d appealed Fiord Copy and mrdtoro s$d osIotlpet By_ 1)11.../4f f f( C+:y o4 Tukw1A BUILDING DIVISION b 5129M5( ® !WIT ASPHALT ROAC EXIST DRIVE WAY ADD ASPHALT NEW PARKING 1,( 4- CONCRETE CCPFOICTION I..TR.Y_ S o REVISION NO. L. .SI � 1E'-1' RECEIVED YnY OF TUKWILA G ": i..<.:201T P€RMR CRUTCH D15-0248 b15'0V-18 ADDITION TO KETO RESIDENCE CO (D r CO 0-) 0 0 (n CD (1) CD 88SF • STRUCTURAL NOTES •NMUNG SCHEDULE • SHEAR WALL SCHEDULE •SHEAR WALL NOTES •LEGEND ABBRPAA11ONS A-1 R315.1 Carbon monoxide alarms. For new construction, an approved carbon monoxide alarm shall he installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwelling units and on each level of the dwelling and in accordance with the manufacturer's recommendations. R315.2 Where required... Existing dwellings shall he equipped with carbon monoxide alarms in accordance with Section R315.1. An inspection will occur when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. Exception: 3. Owner -occupied single-family residences legally occupied before July 26, 2009. RCN' 19.27.530 (2Xb) R315.3 Alarm requirements. Single -station carbon monoxide alarins shall he listed as complying with UL 2034 and shall be installed in accordance with this code. NEPA 720-2012 and the manufacturer's installation instructions. R314.3 Smoke alarms. Smoke alarms shall he installed in the following locations: I. In each sleeping room. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3.On each additional story of the dwelling, including basements but not including crawl spaces and uninhabitable attics. When one or more smoke alarm is required to be installed within an individual dwelling unit the alarm devices shall he interconnected in such a manner that the actuation of one alarm will activate all of the alarm in the individual unit. The alarm shall he clearly audible inn all bedrooms over background noise levels with all intervening doors closed. R314.4 Power source. In new construction the required smoke alarms shall receive their primary power from the building wiring...wiring shall be permanent without disconnecting switch_.when primary power is interrupted, shall receive power from a battery. 0 13' 0 lArif \ I l 'o SA - s &srz "Para" cc-70 = rkerk/I.� x0rriGi Al am Feld V trt iy Oht! 1/ m-r repo aii a n of walls� �4 or AP v 'to inc%s1'"rhs ant, Sapp e0Artruror /. P. 0 105-i' t 9eo r EXISTING BUILDING LINE L J ADU SEPARATION LINE wIE m in ADU ENTERY NEW ADU LIVING ROOM 312 SF • • • • 00 • • EXISTING KITCHE1R•144 SF 100 S F \\ \ q"c4t ire A 6t71hdOW NEW BEDROOM 273 S F / / / / \ NEW MAIN FLOOR GUEST WAITING ROOM 150 S 16'-0` DECK ABOVE 396 S F GARAGEcn 3' cn I I in N EXST MAIN FLOOR STORAGE 100 SF / EXIS BATROOM 40 SF \50CFM \ 0 NDR EXISTING MAIN FLOOR OFFICE 300 SF / / / / / / / / 0 r 4'-0"X3'—C SLIDER X \ E ISTING STORAGE (ADU) 100 S F \ GARAGE SLAB 1 ST FLOOR 387 SF • \ PIZ 1- 13' 10' 17'-11 24'-1 i" 22'-5" ROOF 242 5 F 23'-6 8'0 BEDROOM 680 S F GLAZING 60 S F c 12'-10 (N) S (E) LIVING ROOM 527 S F GLAZING 60 S F 0 n 03 CC) c 00 0 0 � M W 0 1 BEDROOM 600 S F GLAZING 60 S F SLIDING DOOR 5'-0" BALCONY 66 SF 11'-9 5' DN o—(E) 2ND FLR BEDROOM 425 S F GLAZING 40 S F 5'-0" 26'-81" 11'-1 (N) (E) 17'-104" f RECEIVED CoXY OF TUKWILA Dr: J.5 2n11 PERMIT CENTER • ad-frnu/ mNntW ahnsstruts&myie«rly smite ly N 4x-fma4r (206) 460 - 4730 changatinpe@gmail.com 30919 Pacific Hwy S Federal Way, WA 98003 Exp. 1-4-2019 FOR PERMIT ONLY '11IS EMINENT BAS R11ffit PiIIpARIO PM Flair APPLICATION ANDS SM- ELT 1DREM ANDI rA187JS RC OOYHBIIIB(FAL AGENCIES. A 1st Submit 10-19-2017 2ND Submit 10-30-2017 n 3RD Submit 12-15-2017 • DAYLIGHT BASEMENT • SECOND FLOOR DAYLIGHT BASEMENT PLAN lg. ,'-0" SECOND FLOOR PLAN 1/4" = 1' — 0" D15-0248 A-2 OPAOU; it 31-3" I poop EXISTING BACK NORTH ELEVATION 1/C-,'-0" PROt2UCt SIZE AMA NO VIAL U-FACTOR 117 A X TYPE (W x H) (50 Ff) (f d A) NFRC-CTR'T EP U A -I SWING POOR 3'-0"X 6'-8" 20 3 60 0,20 12 1OCALf1A - 40 TOTAL TPA xU s8 AREA-WEIGI.102 AVERAGE OPPC2tE POOR U-FACTOR s (101A- t D A x U) / (fOfAL f t7 A) -0.2 19VOUCf TYPE 1 SING-E HLEIG 2 9-IDER 3 51,It7FI: 4 51NG2 HUNG 5 5LIPING GLA55 A-1 t7pmR A-2 5LIPING GLA55 l3 POOR C 5W1NG POOR 17 HALF Lite 51ZE (WxH) 3'-0"X 5'-O" 3' -0" X 4' -O" 5' -0"X 4' -0" 3' -0"X 3' -0" AREA NO (SQFI 15 3 12 1 20 9 12 2 6' -0"X 6' -8" 40, I 5' -0"X 6' -8" 3333 I fOfAL (VGA) 45 12 180 24 U-FACTOR VGA X NFPC-CEk11PIN7 U 0,30 13,5 0.30 5.6 0.50 54,0 030 7.2 40 0.30 12 3333 030 999 3' -0" X 6' -8" 20 1 20 030 6.0 ¶OTALVGA < 354.33 fOVALVGA xU .-106,29 AMA -WEIGHTED AVERAGE VERZ1ICAL GLAZING U-FACTOR ¢ (fOCAL V G A x U) / (TOCAL V G A) -03 HOLLOW CORE 1700E5 31-0"X 6'-8" 2'-6"X 6'-8" 2'-8"X 6'-8" PIPA55 2' -6"X 6' -8" 131PA55 CO 8'-0" 5'-83" 11'-3k I 0 5'-0" NEW I3AUK NOR I H LI VATION RECEIVED CITY OF TUKWILA OLC i 2t117 PERMIT CENTER LJ U L1J n (i W U LLJ 0 0 00 CO 0 0 �( cf.) 00 • STRUCTURAL NOTES • STRUCTURAL N( • NAILING SCHEDULE • NAILING SCHEDI • SHEAR WALL SCHEDULESHEAR WALL S( • SHEAR WALL NOTES • SHEAR WALL Ni • LEGEND ABBRIVIATIONS LEGEND ABBRIV Di 5-0248 A-3 of J sheets 21'-5" 23'- NEW BEDROOM 253 5 F GLAZING 40 S F CL CL EXIST BEDROOM 169 S F GLAZING 20 S F NEW BEDROOM 140 S F GLAZING 20 3 F CL CL NEW BEDROOM 171 S F GLAZING 20 S F A // // // // // // // / 0 C FM 50 C FM 0 DECK 210 S F NEW LIVING/DINING 378 S F GLAZING 60 12'-4 J 00 ®® 50 C FM d • • D W KITCHEN 144 SF 100CFM IU 50 C FM • m PILL ROOM 91 SF NEW BEDROOM 150 S F GLAZING 20 S F 5 13'-03" CL CL NEW BEDROOM 156 S F GLAZING 20 S F A 3 14'-3 14'-3 3 12'-8 13'-4" 45'-0" FIRST FLOOR PLAN =t'-o" 8'-0"X4'-0" SLIDER 8'-0"X4'-0" SLIDER N N '\ WI- S rI \1" 8'-0 5/16 1'-11 3/16'- FASI SDF N RECEIVED CITY OF TUKWILA DEC 1.5 2011 PERMIT CENTER 0 LLJ U z n (/) LiJ U n n 0 0 • STRUCTURAL NOTES • NAILING SCHEDULE • SHEAR WALL SCHEDULE • SHEAR WALL NOTES • LEGEND ABBRIVIATIONS D15-0248 A -4 8•-0" 1 I I I I I I I I I I l I l I 1 I 1 I 1 I 1 I I I I 1 111111111111111111111111111 IIIII1111111111111111111111 • 1 EXISTING BACK NORTH ELEVATION 1/4-= 1. —0' x 5.-0" x NEW BACK NORTH ELEVATION ,/4• — , — o" W C) W r1 ry 0 W —J 0 0 r- f 00 (C� 00 CD 0 0 T coo n Q PER;\4 I[ GENiEk • STRUCTURAL NOTES • NAILING SCHEDULE • SHEAR WALL SCHEDULE • SHEAR WALL NOTES • LEGEND ABBRIVIATIONS D15-0248 A-5 of 6 sheets CO (0 c CO CD W C> 0 LLl O U_) : W I- _i_i cn CITY OF TUKV`Ji;_f. PERMIT CENTEk • STRUCTURAL NOTES • NAILING SCHEDULE • SHEAR WALL SCHEDULE • SHEAR WALL NOTES • LEGEND ABBRIVIATIONS A-6 of 6 sheets STRUCTURAL NOTES NAILING SCHEDULE (minimum): ABBREVIATIONS GENERAL NOTES: I. Chang Ahn, PE, Is the Project Engineer of The Record. Any structural engineering Issues shall be directed to This Engineer. 2. Building Codes: All construction work performed for thls project shall comply with the 2015 IRG. 3. CONTRACTOR'S APPROVAL: a. Contractor shall, prior to starting construction, coordinate all the construction documents of the latest revision, verify all the dimensions, check for conflicting requirements and report to This Engineer any discrepancies and field conditions which are different from those indicated on drawings. b. Areas requiring special attention: variation caused by different architectural elevations, e.g. location changes of holdowns and post anchors due to different window sizes, location and porch layout, the existence or nonexistence of interior bearing wall and footings, planter shelves, box columns, brick ledge, isolated column pads in 3-Car Garage option, etc. 4. STRUCTURAL ONLY: a. Structural drawings ore Intended to cover the structural framing and the foundation elements only. Non-structural elements including decorative architectural elements, stair framing, guard rails, concrete pads, driveway, etc. may not be covered In the structural drawings. Contractors are advised to review all other plans and construction documents for non-structural Items which may be embedded In, attached to or otherwise Interfering the structural elements. b. MARBLE/TILE: Where marble/tiles are Installed, It Is the contractor's responsibility to consult with an expert for special framing advice to avoid cracking which may Include upsizing the floor joists, reducing the joist span 4 spacing, Increase the thickness of Floor sheathing, etc. c. Lee Engineers Is not responsible for the ventilation, including under -floor, joist and attic, nor concrete flat work Including concrete driveway, walkway, door pads and other similar Items. Images and/or dimensions the flat work are Intended to be conceptual. Contractors shall follow given for the Architectural Plans or Owner's specifications for final location, geometry and dimensions. 5. NOT TO SCALE: Drawings are not to be scaled. Dimensions not specified, when required by field condition, shall be determined by Engineer. 6. TYPICAL DETAILS: Typical and similar details shall apply where no specific details are given. Material notes and details on drawings shall take precedence over the structural notes contained herein. T. REVISIONS 4 MODIFICATIONS: a. All drawings and subsequent revisions, If any, shall be approved prior to starting construction. No structural members shall be substituted, relocated or omitted, without prior written approval. b. Field Modifications: When the installation of mechanical, plumbing, electrical, landscaping and other similar elements requires changes or modifications Including boring, notching, or cutting made to the structural elements, contractor shall submit such changes or modification to Lee Engineers for approval prior to Installation. c. NOTCHING of Beams, Joists, and Rafters: Notching from the top edge or the bottom edge Is never permitted without approval. Boring Is allowed only If located within the middle 1/3 span and the hole size shall be limited to 1/6 oP member depth. 8. ADDITIONAL EQUIPMENT: Unless specified on the structural framing plans, mechanical and plumbing equipments, e.g. spa tub, FAU, etc., to be placed over or suspended off the structure members shall be submitted to Thls Engineer for approval. 9. CONSTRUCTION SAFETY: Contractor and the subcontractors are responsible for the order and means of construction and all temporary bracing 4 erection during construction. 10. Sheetrock Stacking Guidelines: When sheetrock is stacked on a wood -framed floor during construction, the Following guidelines shall be followed: a. The sheetrock shall be laid with the LONG DIRECTION PERPENDICULAR to the joists below. b. Sheetrock must not be stacked more than 2 feet high. c. If sleepers are used beneath a stack of sheetrock, they shall be placed at no more than 2'-0" o.c. d. The floor joists directly beneath a stack of sheetrock shall be shored from below with 4x4 temporary beams placed PERPENDICULAR to the joists. These beams shall then be supported ioy min 2x4 posts over 4x4x24" sleepers at a maximum spacing of 3'-0' o.c. This shoring shall be done prior to stacking the sheetrock and shall be repeated on every floor directly below the stacked sheetrock until a concrete slab or foundation system Is reached. e. If contractor prefers not to provide shoring for the stacked sheetrock as specified above, the maximum height of sheetrock allowed to be placed on the floor Is 9 inches. II. WIND DESIGN DATA: a. Basic INInd speed: 110 mph b. Wind Importance Factor: 1=1.0 Risk Category: II c. Wind exposure: G d. Internal Pressure Coefficient (enclosed building) = 3 0.18 12. SEISMIC DESIGN DATA: a. seismic Importance factor: 1=1.0 Occupancy Category: 11 b. 5s = 1.505g, 51 = 0.645g c. 51te Class: D d. 5Ds = 1.004, SDI = 0.645 e. Seismic Design Category: D f. Basic SFRS: Bearing Wall Syys�tems. g. Design Base shear: see calculation package. h. Seismic Response Coefficient: see calculation package. i. Response modification factor: R = 65 j. Analysis procedure used: Equivalent lateral force procedure. 13. SPECIAL INSPECTION PER GBG CHAPTER IT. Reinorcement/tendon placement Mk design Application of prestressing force Concrete compression test Concrete placement Cast specimens/ pick up samples Post Installed anchor bolt Simpson Strong -wall FOUNDATION NOTES: I. 501L5 REPORT: Soils Report Is not available for this project. 2. GRADING 4 DRAINAGE: a. Site grading, subgrade preparation, cutting slopes, excavation and placement of engineered fill material shall be performed In accordance with the Soils Report. b. For Slab -on -Grade construction the Soils Report shall be referenced regarding compaction, soaking, moisture barrier, sub -base, gravel, sand, etc. c. Site drainage requirements Including final pod grades, roof drainage downspouts shall be referred to Soils Report and Architectural Plans. d. FINISH GRADING: Finish grading around the exterior of the foundation shall be sloped to drain away from the building and be a minimum of 6" below the sill plate. Contractor must follow the soils report for grading details. 3. CONCRETE: a. Concrete for foundations shall have a minimum compressive strength of b. Owner/Builder shall consult with a geotechnical engineer to determine If the underlying soli contains sulfate or If the building site Is exposed to salt rioter. If sulfate and/or salt water exposure exist, AGI 316-05 shall be followed In concrete mix design. c. Gold joints may be used only where shown. Jointing surface shall be clean, free of foreign material and intentionally roughened. FREQUENCY Periodic Perlodlc Periodic Continuous Periodic Continuous Continuous Periodic 4. REBAR: a. Unless specified otherwise, reinforcing steel shall be deformed bars of billet or axle steel per ASTM Ab15 Grade 40. For #5 and bigger Grade 60 shall be used. b. Reinforcing bars to be welded shall be ASTM A106. c. INSTALLATION: Reba, dowels and other embedded elements shall be secured In place before pouring concrete. Reinforcement shall be clean and free of extraneous material. d. CLEARANCE: • 3" clearance shall be provided where concrete Is cast against earth, * 2" clearance for concrete exposed to earth or weather but deposited against Forms, and * 3/4" clearance for slabs and walls where concrete Is not exposed to earth or weather. e. LAPPING: Lap all reinforcing splices a minimum 46 bar diameters but in no cases less than 24". 5. ANCHOR BOLTS: a. Anchor bolts shall be A301 steel, with an actual diameter of 5/8" and 10" long minimum. Embedment into concrete shall be T' minimum. For 2-pour slab -on -grade foundations, the minimum embedment shall be 1" into the Ist pour. Contractor shall be aware that longer bolts are required at 3x mud sill locations. b. Each anchor bolt shall be mounted on mudsill/sill plate with an Iron plate washer oP 3"x3"x0.229". c. Two bolts minimum each piece of mudsill plate. d. 4" minimum but no more than 12" from each cut end of the sill plate e. Anchor bolts may be substituted by epoxy anchors of equal diameter, Installation shall follow approved ICC-ES report. F. Epoxy anchors shall be installed minimum 1 days after the concrete Is poured. b. HOLDOWNS: a. Holdowns locations shall not be scaled off of foundation plans. They shall be located by close evaluation of archltechtural floor plans, shear wall plans, and the framing plans above. b. For all holdown Installation, contractor shall refer to manufacture specifications for embedment, coverage and other requirements. 1. WIRE FABRIC.: a. Where welded wire fabric Is used, placing the wire fabric at slab mid -depth Is very Important. Wire fabric of flat sheets and the use of adobe seats are recommended. If wire fabric rolls are used, contractor shall unroll the fabric and flatten it before placement. ROOF FRAMING NOTES: 1. DESIGN LOADS: a. Roof Live Load: 12 psf for sloped equal to 12:12. 20 psf for slopes equal to or less than 4:12. Interpolate live load for slopes between 4:12 (20 psf) and 12:12 (12 psf). b. Roof Dead Load: 20 psf (total) for slopes equal to or Tess than 6:12. 2. ROOF SHEATHING NOTES: a. Any sheathing panels used on roof shall not be Iess than 24 Inches wide unless all edges are solidly blocked. b. Roof sheathing shall be Installed with the face grain perpendicular to framing members below, stagger the adjacent panels by 4 feet, nailed with 8d common nails at 6" o.c. at all panel edges and at 12" o.c. at all Intermediate supports. c. The sheathing panels shall be installed such that there Is a 1/8" gap maintained between all panel edges to accommodate possible swelling and/or expansion. 3. PREFABRICATED ROOF TRUSSES NOTES: a. The design and fabrication of roof trusses are to be performed by Truss Engineer hired by the truss manufacturer and shall meet all 2010 GBG requirements. b. ADDITIONAL DEFLECTION CRITERIA. Unless specifically required otherwise by Owner/Developer, Truss Englneer shall design the roof trusses to also meet the following additional above -Code criteria: • Deflection of Individual top chords of prefabricated roof trusses shall not exceed L/240 under Total Load. • max. vertical deflection allowed: 1.00 Inches, max. lateral displacement allowed: 050 Inches c. Unless otherwise required, all trusses shall be designed as simply -supported from end to end. Do not use Interior walls for bearing unless approved otherwise. - Truss engineer shall design the gable -end roof trusses to resist proper wind loads, particularly the 2x4 webs subject to bending In weak dlrectlon. d. SHOP DRAWING SUBMITTAL: Contractor shall submit the following shop drawing documents, stowed by a duly Licensed engineer, to CASE For review and approval prior to fabri- cation. - Truss layout drawings; and - Truss calculations Roof truss calculations will be reviewed as deffered Item after building permit have been Issued. e. In cantilever condition, truss designer shall notify Engineer when uplift occurs at support of any truss and submit corresponding truss design calculation and shop drawings to Engineer for review before fabrication. f. Where 2 trusses are placed together as a Girder -truss, these 2 trusses shall be Identical In their geometry and are field connected with Ibd at 6" o.c. face nailing along all top chord, bottom chord and web members. g. All 61-0 long jack trusses greater than 6'-0 long supporting conc/clay tile roofs shall have an Intermediate diagonal web member to reduce the top chord span. h. Collector Trusses: a. All Top 4 Bottom Chords of Collector Trusses with Lateral Loads Indicated on Framing Plans In excess of 1000 lbs. shall be DF#2 or better for strap and framing clip nailing. FLOOR FRAMING NOTES: 1. DE5I6IN CRITERIA: a. LIVE LOAD of 40 psf maximum b. DEAD LOAD oP 11 psf (Included partitions load) c. DEFLECTION: floor joist deflection Is recommended to be limited to L/450 under Total Load and L/i20 under Live Load only. However, the engineer/designer producing the prefabricated members shall make the final judgment and select the proper deflecting criteria. 2. FLOOR JOISTS: a. "1" joists shall be Installed per manufacturer's recommendations. Contractors shall carefully read the manufacture's product Installation manual for special attentions Including nailing schedules. b. RIM JOISTS: • U.N.O. All rim joists shall be minimum I-1/4" L5L or 1-3/4" L5L/LVL. c. All bearing floor joists shall not have less than I-I/2" of bearing length on wood or metal, or Iess than 3" on masonry. 3. BLOCKING: a. AT SUPPORTS: 2x (or "1" joist) blocking shall be provided between floor Joists at trio ends and at each supporting point such as bearing walls, structural beams, etc.. Blocking may be omitted only at the ends of floor Joists where they are nailed directly to a rim joist or hung off a header or beam. b. PARALLEL PARTITIONS: Where partitions above the joists are In a parallel direction, 2x4 blocking (on edge) or "I" Joist blocking between 2 adjacent joists spaced at 24 o.c., shalt be installed underneath the partitions along its entire length. c. PERPENDICULAR PARTITIONS: Where partitions above the joists are In a perpendicular direction, continuous 2x4 blocking (on edge) or "1" joist blocking shall be Installed directly underneath the partition. 4. FLOOR SHEATHING NOTES: a. Floor sheathing shall be Installed with face grain perpendicular to framing members below, stagger adjacent panels by 4 feet, glued and nailed with 10d screw shark cannon nails at 6" o.c. all panel edges and at 10" o.c. all Intermediate supports. b. Panels shall not be less than 24 Inches wide unless all edges are solldly blocked. c. The sheathing panels shall be Installed such that there Is a 1/8" gap maintained between all panel edges to accommodate possible swelling and/or expansion. d. Floor Sheathing at wood garage floors shall be I-I/8" T4G GDX nailed with 10d screw shank nails (1.625" embedment minimum Into framing member). Spacing of nails and placement of plywood shall be as noted above. WALL FRAMING NOTES: 1. HEADER FRAMING: (use DF-Larch #2 or better) Supporting ROOF Load only: sass Supporting ROOF 4 FLOOR Loads: 2x4 Wall 2x6 Wall 2x4 Wall 2x6 Wall up to 4' span 4x6 4' to b' span 4x8 6' to 8' span 4x10 6x6 bx8 6x10 up to 4' span 4x8 4' to 6' span 4x10 6' to 8'span 4x12 bx8 bxl0 bx12 2. POST CONNECTION: a. U.O.N., Free standing beam -to -post connections shall have BC brackets b. Bottom of posts shall have Full bearing in a tight -fit condition to the supporting structural member blow. c. Where posts terminated on floor with stud walls or beams below, the space between the bottom of the post and the top of the plate or the beam shall be solidly filled with 2x blackings and the stud wall below shall have matching post at same location. d. Bottom of posts when terminated on floor shall be fixed to the floor diaphragm by 2-A34 framing anchors. 3. LET -IN BRACES: Unless called out specifically on the framing plans, Conventional let -In bracing are not required. 4. SHEAR MATERIAL COVERAGE: shear material shall be applied continuously from sill plate to top plate with all the panel edges solidly blocked. 5. GDX or OSB SHEATHING: a. APA span rating 24/0 or better, all panel edges blocked and nailed per Shear Wall Schedule. All intermediate supports shall be nailed with 8d common or galvanized box nails at 12" o.c. b. Sheathing shall be placed on the designated side of studs as shown on plans. It may be placed on the opposite side provided there are no perpendicular walls intersecting the shear wall. Wren opposite side Is desired and there Is Intersecting wall, sheathing shall be placed to continuously pass through the perpendicular wall framing without stop. LUMBER NOTES: I. 2x joists and 4x beams shall be Douglas Fir Larch #2 or better. 2. Finger joined studs must not be used without prior approval by CASE. 3. Top plates, sill plates, studs and posts shall be Douglas Fir Larch Standard Grade or better for heights up to 10 feet and Douglas Fir Larch #2 or better For wall heights greater than 10 feet. 4. bx 4 8x framing members shall be Douglas Fir Larch #2 or better. bx or larger used as King Studs shall be No.1 or better. 5. Mud $ill, wood In direct contact with concrete and other members located within 8" of finish grade shall be pressure treated Hem Fir or Douglas Fir Larch. However, IF Doug Fir is required In Shear -wall Schedule, only pressure treated Douglas Fir con be used. b. All lumber that Is subject to sustained or trapped moisture exposure, including lumber that Is only partially exposed to moisture at contact points, shall be pressure treated or redwood. Common places for this are exterior stair stringers, rim boards for exterior decks, supporting pony walls for elevated entry decks, etc. Galvanized nails and hardwares shall also be used to replace regular ones. 1. blued -Laminated Beams (GLB's): a. Simply supported GLB's shall be 24F-V5 DF or 24F-VI SP/SP. b. 6LB's Cantilevered at ends or spanning continuously across supports shall be 24F-VIO DF/DF or 24F-V5 5P/5P. c. All GLB's shall be manufactured In accordance with AN51/AITG Standard AI9O.1 and ASTM 12 3131. d. 6L5's shall bear AITG certificates and be submitted to the Building Official. e. Shop drawings shall be submitted to Engineer for review before fabrication. f. &LB's may be replaced with Parallam Beams (P5L) of equivalent size. Parallam Beams are manufactured by TrusJoist McMillen. 8, All lumber shall have moisture content not exceeding 19% at the time of Installation. HARDWARE I. All framing anchors, straps, hangers, post caps, column bases, holdowns, hinge connectors, angles and clips shall be manufactured by SIMPSON or equal. Nailing schedule shall be In accordance with product requirements for maximum tabulated loads. Unless noted otherwise, Simpson type N nails shall be used with the above framing connectors. 2. All straps indicated on drawings shall be fastened with nails where bolts all nails ore optional. Bolts are required only when specified. 3. 16d and 10d fasteners are common nails and shall be used throughout this project except all toe nailing may be 8d box nails. I0cl common nails may be replaced with Ibd sinkers. Box nails shall not be used unless noted otherwise. 4. Fasteners for preservative -treated and fire -retardant -treated wood shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for zinc -coated fasteners shall be In accordance with ASTM A 153. Exception: Fasteners other than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel with coatingweights In accordance with ASTM B 695, Glass 55 minimum. (CBG 2304.9.5) 5. The diameter of bored holes, including machine bolts, anchor bolts, holdown bolts, shall not be larger than the specified bolt size plus I/Ibth of an inch. 6. For horizontal straps Installed on "I" joist, LVL, P5L or L5L beans oP which the width is Iess than 2-1/2", use every other nall hole In each row (C516:8d; M5TA:10d common). I. This nailing schedule Is to be used only if not specified elsewhere In the structural drawings. 2. Where splitting of wood may occur, nail holes shall be pre -drilled 3. NAILING SCHEDULE: (2015 IBC TABLE 2304.9.1) CONNECTION LOCATION I. J015T TO SILL OR GIRDER 3 - 8d COMMON (2-1/2" x 0.191') 3- 3' x 0.131"NAILS 3 - 3' 14 GAGE STAPLES TOENAIL 2. SOLE (BOTTOM) PLATE TO JOIST OR BLOGKIN6 I6d (3-1/2" x 0.1359 AT 1610.C. 3' x 0.131" NAILS AT 5" 0.C. 3" 14 GAGE STAPLES AT 12' O.G. TYPICAL FADE NAIL 3. TOP PLATE TO STUD 2 - I6d COMMON (3-1/2" x 0.1629 5 - 3" x0.131"NAILS 3 - 3" 14 BASE STAPLES END NAIL 4. STUD TO SOLE (BOTTOM) PLATE 4 - 8d COMMON (2-1/2' x 0.151') 4- 5' x 0.131"NAILS 3 - 3' 14 &AGE STAPLES 2 - I64 COMMON (3-1/2" x 0.162') (2 - 20d BOX NAIL • 3x SILL PLATE) 3- 3' x 0.131' NAILS 3 - 3" 14 GAGE STAPLE-5 TOENAIL END NAIL 5. DOUBLE STUDS I6d (3-1/2" x 0.135") AT 24" O.G. 3" x 0.151" NAIL AT B" D.G. 3" 14 &AGE STAPLE AT 8" O.G. FADE NAIL 6. DOUBLE TOP PLATES DOUBLE TOP PLATES I6d (3-1/2' x 0.1351 AT I6"0.G. 5' x0.131" NAIL AT 12' O.G. 3' 14 GAGE STAPLE AT 12" O.G. 6 - I6d COMMON (3 1/2" x 0.162") 12- 3' x 0.131' NAILS 12 - 3" 14 6013E STAPLES TYPICAL FACE NAIL LAP SPLICE 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-5d COMMON (2-1/2" x 0.131') 3-3' x 0.131" NAILS 3-3' 14 GAGE STAPLES TOENAIL 8. RIM JOIST TO TOP PLATE 8d (2-1/2" x 0.131") AT 6' O.G. 3" x 0.131" NAIL AT 6' O.G. 3' 14 GAGE STAPLE AT 6' O.G. TOENAIL 4. TOP PLATS, LAPS AND INTERSECTIONS 2 - I6d COMMON (2 1/2" x 0.162') 5 - 3" x 0.131"NAILS 5 - 3' 14 GAGE STAPLES FADE NAIL 10. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" x 0.151") 5 - 3" x 0.151" NAILS 5 - 3' 14 GAGE STAPLES TOENAIL II. GEILIN6 JOISTS, LAPS OVER PARTITIONS (SEE 2007 CBC SECTION 2505.10,4.1, TABLE 2505.10.4.1) 4-3" x 0.131" NAILS 4 - 3" 14 GAGE STAPLES FADE NAIL 12. CEILING JOISTS TO PARALLEL RAFTERS (SEE 2001 C5C SECTION 2305.10.4.1, TABLE 2505.10.4.0 3 - I6d COMMON (3-1/2" x 0.162") MINIMUM, TABLE 2505.10.4.1 4- 3' x 0.131' NAILS 4 - 3' 14 GAGE STAPLES FACE NAIL 13. RAFTER TO PLATE (SEE 2001 GBC SECTION 2300.10.1, TABLE 2308.10.1) 3 - 8d COMMON (2-1/2" x 0.131") 3- 3' x0.151' NAILS 4 - 3" 14 GAGE STAPLES TOENAIL 14. BUILT-UP CORNER STUDS I6d COMMON (3-1/2 x 0.131i 3' x 0.131' NAILS 3" 14 GAGE STAPLES 24" O.G. 16" O.G. lb" O.G. A AB. ASV A.F.F. A.P.A. ARCH B.F.W. ABOVE AND BELOW ANCHOR BOLTS ABOVE ABOVE FINISH FLOOR AMERICAN PLYWOOD AS5O ARCHITECTURAL BALLOON FRAMED WALL BEL BELOW BLK'6 BLOGKIN6 BM. BEAM BTM BOTTOM 15R6 BEARING G CAMBER CANT. CANTILEVER GJ. GEILIN6 JOIST GLe CEILIN& GLR CLEARANCE G.M.U. CONC. MASONRY UNIT GONG CONCRETE CONN CONNECT, CONNECTION GONST CONSTRUCTION GONT CONTINUOUS G5'K COUNTERSINK GTR CENTER DBL DOUBLE DET DETAIL D.F. DOUOLA5 FIR DIA DIAGONAL DIAPH DIAPHRAGM DIM DIMENSION DIR DIRECTION DR DOOR Drks DRAWING. (E) EXISTING. EA EACH E.F. EACH FACE ELEV ELEVATION EMB EMBEDMENT E.N. EDGE NAIL EQ. EQUAL E.W. Priam WAY E.WE.F. EACH WAY EACH FACE EXP EXPANSION EXT. EXTERIOR F.F. FINISH FLOOR F.H. FULL HEIGHT F.H.O.B. FULL HEIGHT OF 5LD6. FIN FINISH F.J. FLOOR JOIST FLR FLOOR F.N. FIELD NAIL F.N. FADE NAIL F.O.G. F.O.S. F.P. FT6. FRM'& F.W.08. FULL WIDTH OF BLDG.. 9 6AU&E 6ALV. GAR. G.E.T. GABLE END TRUSS SEN. *LB. 6LU-LAM BEAM 6.T. GIRDER TRUSS 6R. HDR HOS MANGER HORIZ. HORIZONTAL HT. INFO. INT. JH. J.T. K.P. LOG. MANUF. MAT'L MAX. M.B. MEZZ. M.I. MIN (N) WA NAIL'S N.T.S. 0/ O.G. OPEN'& OPT. 0.5B. PCS PERIM. FL/PLT PLCS PLYD P.T RAF. RDP1D REQD RET. RF 5.AD. SCH. SEC. BHT. SHT'6 SIM. SIMP. 5PG'6 SPECS 5Q. STL sTRL'GT. 5.101.5. S1N.T. T*B Te6 T.N. T.O. T.O.G. T.O.S.F. T.OW TOT TYP. UN.O. U.O.N. VERT. WDW W.W.F. W/ W/0 • I I J. U HEIGHT INFORMATION INTERIOR DRAWING JOIST HANGER JACK TRUSS KING POST LOCATION EACH FACE MANUFAcTVREPELE VATI ON MATERIAL EMBEDMENT MfVCIMUM MACHINE BOLT MEZZANINE EQUAL MALLEABLEI R'@rAGH WAY MINIMUM NEW ANSION NOT APPLice NAILING EXTERIOR ON NOTCToENTER SCALE FINISH FLOOR OVER FULL HEIGHT OPENING OPTIONAL ORIENTED STRAND BOARD PIECES PERIMETER PLATE PLACES PLYWOOD PRESSURE TREATED RAFTERS REDWOOD REQUIRED RETAINING ROOF SEE ARCH. DRW'65 SCHEDULE SECTION SHEET SI-EATHIN6 SIMILAR sii reaN STRONG -TIE SPACING SPECIFICATIONS SQUARE STRUCTURAL STEEL SHEAR WALL SCHEDULE SHEAR WALL TYPE TOPTOE NAIL AND BOTTOM TONGUE AND GROOVE TOP OF TOP OF CONCRETE TOP OF SUB -FLOOR TOP OF WALL TOTAL TYPICAL UNLESS W UNLESS OTHERNOTEDWISEOTHERNOTEDISE VERTICAL WINDOW NEEDED WIRE FABRIC WITH WITHOUT AT NORM 1 PI PERPENDICULAR CENTER LINE HANGER STEEL ANGLE 15. BUILT-UP &IRDER AND BEAMS 20d COMMON (4" x 0.142") 32' O.G. 3' x 0.131" NAILS AT 24' O.G. 3' 14 GAGE STAPLE AT 24" O.G. 2 - 20d COMMON (4" x 0.1421 5- 3' x 0.131' NAILS 5 - 3' 14 GAGE STAPLES FADE NAIL AT TOP AND BOTTOM STA66ERED ON OPPOSITE SIDE-5 FADE NAIL AT ENDS AND EACH SPLICE NOTE: •. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WERE OTHERWISE STATED. •. STAPLES SHALL HAVE A MINIMUM GROWN WIDTH OF 1/16 INCH. SHEAR WALL SCHEDULE A NOTE: SEE 2/5-2 FOR DETAILS. • Shear: • Frame • Edge: • Field: • 5111: • Block: 260 pif (seismic); 364 pif (wind) 3/8" 05B 2x OF at 16" o.c., Block All Panel Edges 8d Common a 6" oa. 8d Common • 12" o.c. LTP4 • 16' o.c. at LVL/LSL Rim or (4)16d Sinker every 16" into 1.75" Min. "I" Joist/Block A34 a 12" o.c. or A35/ LTP4 a 16"o.c • LVL/LSL Rim or (4)16d Sinker every 16"(one at 3.5"o.c) • "I" Joist/Block 350 pif (seismic); 490 pif (wind) • Shear: 3/8" 05B • Frame: 2x DF at 16' o.c., Block All Panel Edges • Edge: 8d Common • 4" o.c. • Field: 8d Gonvnon • 12" o.c. * Sill: LTP4 • 12" o.c. at LVL/L5L Rim or (6)16d Sinker In 2 rows every lb" Into (2)1.154 wide or (1) 25" "I" Joist/Block • Block: (2)A34 • I6" 04. or A35/ LTP4 • 12" o.c. at LVL/LSL Rim Or (5)16d Sinker In 2 Rows every 16"(one at 6"o.c) • "I" Joist/Block 440 plf (seismic); 686 of (wind) • Shear: 3/8" 055 • Frame: 2x OF at 16" o.c., Block All Panel Edges 3x or 2-2x studs shall be used at all abutting panel edges. (Stitch nail 2-2x w/Ibd sinker • 4" o.c) The Foundation sell shall be 3x P.TD.F. * Edge: 8d Common • 3" o.c. staggered • Field: 8d Common • 12' o.c. • 5111: LTP4 • 10" o.c. at LVL/LSL Rim or (8)1641 Sinker In 2 rows every 16" Into (2) 1.15" wide or (I) 2.5" "I" Joist/Block A34 • 6" o.c. or A35/ LTP4 • lO"o.c. at LVL/LSL Rim or (8)16cl Sinker In 2 rows every 16"(one at 3.5"o.c) • "I" Joist/Block P3D 980 pif (seismic); 1312 plf (wind) • Shear: 3/8" 05B Both sides • Frame: 2x DF at lb" o.c., Block All Panel Edges 3x or 2-2x studs shall be used at all abutting panel edges. (Stitch nail 2-2x w/I6d sinker • 4" o.c) Top 4 sill plates shall be 3x4 or 2x6 D.F. The foundation sill shall be 3x P.T.D.F. Note: Offset panel joints on opposite sides to fall on different 2-2x studs, or stud shall be 3x min. and nails on each side shall be staggered. * Edge: 8d Common ® 3" o.c. staggered * Field: 8d Common • 12" o.c. * 5111: LTP4 • 6" o.c. and (6) I6d Sinker every I6" or (3) I/2" dia x 6" lag screws (1" long in 3"x sill) every 16" or (4) 5E75 I/4"x4-1/2" screws (6" long at 3x silll) every lb" into min. 3.5"x Blk/Rim/Beam. • Block: (3)A35, LTP4 or (2) LTPS every 16" - - - -------------------------------- ---------- 640 piF (seismic); 896 pif (wind) * Shear: 3/8" 056 * Frame: 2x DF at 16" o.c., Block All Panel Edges. 3x members shall be used at all abutting panel edges. The foundation sill shall be 3x P.TD.F. • Edge: 8d Common • 2" o.c. staggered • Field: 8d Common • 12' o.c. * 5111: LTP4 • 8" o.c. at LVL/L5L Rim or (10)I6d Sinker In 2 rows every 16" into (2) 1.15" wide or (1) 2.5" "1" Joist/Slack • Block: A35/ LTP4 • 6" O.G. * Block: LEGEND DETAIL NUMBER SHEET WISER REVISION AMBER IIDIGATtm (NUPAfO 14OID0/W NO INSTALLATION FACE. • INDICATES (ITT) HD /IOLDOhN At+D IHSTAI.LATIGN PAGE. HEADER OR BEAM % YIALL I ENARSED FODTINS, DEEPENED room*, SEE PLAN FOR DIN8tlON CONCRETE PAP OR STOOP, SEE PLAN FOR DIMENSION INDICATES POST ABOVE ▪ INDICATES POST BELOW INDICATES POST • ABOVE AND BELOW BEAM OR JOIST HORIZ. STRAP ON TOP PLATE, JST OR BM \ • VERT. STRAP POST ABOVE OR BELOW FRAMINS RN 2X AT 6" O.C.-SIZE AND SPACING \ FRAMING SPAN (Lse'o"1 SHEAR WALL LENGTH SHEAR MIS TYPE (SEE SW5) EXTENT OF SHEAR WALL SHEARWALL NOTES I. a. Contractor shall review all typical shearwall and connection details prior to start construction. b. All shear materials on shearwalls shall be extended from horizontal diaphragm to horizontal dlapMagm or to foundation, U.O.N.. 2. SILL NAILING a. 5111 nailing Is the connection between sill (sole) plate of shear wall and framing member below such as rim or block. b. Care must be taken to ensure the penetration of these fasteners Into the blocking, rim joist, or beam. c. 5111 palling does not apply when sill plate Is resting directly on concrete. 3. BLOCK NAILING a. Block nailing is the connection between blocking, rim joist or beam directly below the shearwall and the top plates, beams of the lower level. b. LTP4 clips may replace A35 clips with the exception that It is not permitted where nails would be driven Into lamination of lumber. c. All blackings other than those located underneath the shearwall shall be held in place by the followings: • for 2x blockings, joists: 8d toe nails spaced of maximum 6" an center. • for TJI or similar blackings or joists: I6d Sinkers at 8" on center vertically applied through the bottom chord. • for TlmberStrand or similar vertical -laminated lumber: A34 at lb" O.G. or LTP4 • 24" O.G. Is recommended. 4. NAILS All Common nails specified In the above Schedule may be replaced with hot - dipped or trembled galvanized box nails. D15-0248 RECEIVED CITY OF TUKWILA OCT 1'' 20U PERMIT CENTER tn ppV 0yyyyyy LPZ 0 N� to 0 z 0 1- ahn wood-fnloed resilosfiel slrueters! egisceriq services by en exdreeNT (206) 460 - 4730 changahnpe®,gmail.com 30919 Pacific Hwy S Federal Way, WA 98003 FOR PERMIT ONLY MS FOR PEW AFFIXATION AND IS SUB - RICE TO Rom Ate MODIFICATIONS BY (XPV0 NMEKTAL MENEM 1st Submit 10-**-2011 A /ol • STRUCTURAL NOTES • NAILING SCHEDULE • SHEAR ;NALL SCHEDULE • SHEAR NALL NOTES • LEGEND ASBRI V IATIONS S 1 or 5 sheets EQ AND JOIST SPLICE: L MIN. 12-16d PER SPLICE BEAM PER PLAN rE5LOCKINS EG EQ WALL TOP PL, : % ,/i;/ / NOT SHOWN FOR • NAIL SPACING (HATCHED) / STAGGER NAILS WHEREMal i iii CLARITY PLYWD 5HT'b W/ S.W. SPACING IS EQUAL OR S.W. - PER MANUF5 5PEG. --, -%.'-'; "/ •NAIL ; : ; - 5T6224 STRAP, TYPE SPACING 24'-0" BLOCKING AND (Ibd AT 8" O.G. WHEN i, ;%;! ;�': / 5T6224 STRAP, U.O.N. EN. TO BE APPLIED LESS THAN 3". EQ MOTE: USE EVERY LSTA21 BTWN PLATES, / i/; ' / U.O.N.BEFORE J_ WALL "A" JOIST NOT SHOWN FOR CLARITY SPLICE 15 B'-O") I OTHER NAIL HOLE ON 1 • PI 6" TYP. •ALL EXT. WALL - ' '' i �� SANE AS PANEL ERECTION — ,15TlLVL BEAM OF i INVERTED CD �I T- I FLu5H BEAM OR JOIST CORNER (ON INNER WHICH THE WIDTH IS .; ' �/ i.' CAME A5 BELOW, "A" P2 q�� FADE O INSIDE CORNER) WHERE OCCURS11 P057 WHERE SHOWN Ili iv III INVERTED LESS THAT 2 I/2") EQ EQ iii %'/%; BEAM PER PLAN ON PLAN THUS: k R.*., ERE 0� 5 "A" P3 3' • 576224 STRAP TOP PLATES U.O.N. • CORNER (PLAN VIENU =_ _--'-- - ---- . *ALL . HALL cowEx Ele (HAT ) L7P4 • "B" O.G. IF , A, �,� \ / / I __ \ G. LTP4 • "5" O.G. IF 11�1 fI P4 2' * 1■■■ 2X STUD IMMEDIATELY � EQUAL I TOP PLATES OF WALL BELOW SPLICE, TYP. AT Ib" ®FLUSH BEAM ®DROP BEAM END STUD 'a' > 2x END STUD "a" > 2x 1 �' IOd IN EVERY OTHER 36" END DISTANCE .- '8" PI 24" (NOTE: U5E EVERY OTHER iIIIn PER OTHER DETAIL 2X STUD O.G. U.O.N. ROUND HOLE IN EA. ROW + IOd INTO ALL RMD t E N I��r E.N.eNr��;3 t I OR JOIST OR HEADER I 3x CONT. BLK'G FOR TRIAN6L HOLES. BEAM PER PLAN Ibd • "A" O.G. THRI) 1 0 II I' -DBE. 0 AS 5 °C-CURS �,' P2 Ib` NAIL HOLE ON "I" J5T/LVL FLUSH BEAM SPLICE: L < 4c0" M5TA36, U.O.N. STRAP EXTENDED TO LEFT 2x END stun Qa I' I x I 2 END SND a Q "B' BEAM WiIGH THE WIDTH O NOTE+ STR4P5 WIDER THAN I-I/2" END OF WALL ALONG THE (2) 8d T.N. P3 12" 15 LESS THAT 2 I/2'7 EQUAL EQUAL SHALL BE NAILED FLATWI . E ACROSS TOP PLATE ONLY. LINE, V.N.O. GM5TI4 (2) LTP4 OR RIM SINGLE SIDED PLYWD DOUBLE SIDED PLYWD "B` !i 7 `BLOGKINGT J015T NOT 4(3) LTP4 TOP PL. P4 8" ;�, / SHOWN TO 4X BLK45 576224 STRAP T:. 7,, i T I , T . .x • i PLYWD. (HATCHED) ! FOR CLARITY - -_ NUT t WASHER 3/4" POST PER U.O.N. I f 1 I I 1 I .; i! i 2-Ibd- MAXIM)M COUNTERSUNK PLAN E.N. p4 E.N. STAGGERED �� E.N. OR OR v v OR OR v v EQ EQ mstren„ nem ns .,.!*�e.ures� IN KING 5 • / i i i ,' /�i_r� EN ' �, I Y ,, TOP PLATES BEAM OR HEADER PEROTFLER DETAIL ATTENTION: iii ii II i�--.�►.�C ��! �....i..,��..i^_�� r : , o I L.;c��(C /��' 2X BLOCKING �// � / j 4X BLOCK1 2) M5TA36 (2) Ibd AT 6" O.G. KS. TO I 2xb U.O.N.. Ibd SINKER 3xb MI . 175 I/4 X 4 I/2" // 16d 6" O. 5T6236 iL=14' MIN) X STUD MAY BE POST IIA PPEER PLAN 2X4 U.O.N. E.k. 5PA IG N6 3x4 MIN. USED) 0 6' O.C. 1� THIS DETAIL APPL ES AT ALL EXTERIOR WALLS AND/OR SHEAR WALLS. •• ® HIGHER WALL Ibd F.N. • 6" Ob.-/ STEP POST PER PLAN I DEEP BEAM FOR BLOCK HOEDOWN ® WALL THK CHANGE IN S.W.S, IN SHEAR WALL 2" MIN. PENTRA710N BEAM AT SHEAR WALL APPLICATION, DETAIL SHALL APPLY TO ENTIRE O17ROPPED LENGTH OF WALL THAT CONTAINS THE SHEAR WALL(S). ® ® q TYPICAL HORIZONTAL TIES @ TOP PLATES BREAKS ITEMS NorAIL sNlorsl OR NOTED, SEE DET I/ - 3 TYP, 5HEAR WALL CORNER, INTERSECTION 8 THK. CHANGE (PLAN VIEW) SHEAR WALLS WALLS AND (PLAN VIEW) SEE PLAN } END 'L" pI �.,; LEGEND EDGE NAILING __ 16d • °A" O.G. �_._ OPTIONAL LTP4 AT 'B" O.G. --T - OPTIONAL AT 'B" O LTP4 G. _ �—_�_\—I_ L D (HOLE DIAMETER) ��/������/ ,rQP —� ��Adile �► NAIL SEE E.N < APPLY GDX BEFORE SHEAR WALL TYPE `>/.—_-_/ �~ USE IN OTHER EVERY EA. ROW ROUND OTHER HOLE I (USE IOd IN EVERY HOLE AT GMsna) TABLE FOR FASTENER CS ON gLK'6 E.N. ,,Q� d �� �. // / FRAMING PERPENDICULAR SEE SHEAR WALL FIELD NAILING YAWLS/_-_, ��or/ / A O1i1-vSHEAR �`V t'g r+\-_Alk EN., TYP. /, ,,� WALL OR FOLLOW SCHEDULErillirei P•"---III,--III„ air"- ,R O • 2X BLK'b ACT. INSTALL GS STRAP(5) PER PLANDOUBLETYP DETAIL 4G/SDI �1��� roP LATES (3) LTP4 TOP TE POST1 BEAMTO 4X BLOCKISHEAR MATERIAL RaIbd AT EXTENT OF �\� TRUrI.,CS, RFTRS STRAP PER TABLE STRAP WALLSSAMMISIW OR FLR JSTS4X U.O.N ON PLAN PER TABLEEAT SIDED AS I lillI PER PLAN TYP. "A" O.G. ���-_-�— I0/2 % / OVER SHEAR MATERIAL TOP PLATES r •1•/—, ili ISIFWALL 2X STUD AT GCS 'A' °B' DOUBLE-51DED laC - D> I/2' FOR 2X4 �� ����—I 3X4 FLAT OR 2X4 VERT. J TOP PLATE OR 1 �-- �I = 6" FOR PI = 24 FOR PI SHEAR WALL f • ' �w BLOCKING AT FLOOR, 2X4 3 FOR A' 4' FOR P2 B' = Ib" FOR P2 i `_A (// -Fp EDGE NAILING ��� w 1/2" 2x6 a POST b HOEDOWN rat FLAT BLOCKING AT ROOF TOP PLATE 2X _ T ) I : APPLY SHEAR MATERIAL REQTJ WHEN ONLY WHEN BLOCKED I� • A' 3' FOR P3 B" = 12" FOR P3 ABOVE b BELOW WINDOW SHOWN ON PLAN rowON PLDIAPAN GALLED OUT D 2x4 2x6 f / P05T AS OCCURS •A• • 2° 57A66EREv •B• • B" FOR P4 WHEN SYMBOL OF SHEAR 2' O" MIN FROTH j_� TOP PLATE TOP PLATE STUD WALL WALL SHOWN ACROSS WINDOW. UNLESS JOINTS BLOCKED I/8" MIN. 3/8" MIN. Si 1/2 No STRAP REQb L•l2' MAX. No STRAP REQ'D L•17 MAX. MSTA36/S) FOR P4 4X = AT 2 G sT / PER PLAN PER PLAN SEE DETAIL SAP EDGE 2' S76236 UAN L=6" MAX. NO STRAP REQV L=12' MAX. 4X BLOCK ill AT LEFT FOR (L=14' MIN) / OPTIONAL A35 AT "B" �` �/ E.N. TE1NP TYP l DOUBLE-SIDED SHEAR WALL NOTES: E.N. DISTANCE 2 1/2' M5T3'1 U.O.N L•3 I/2' MAX. NO STRAP REM? L•I2° MAX. WHE ET PER PLAN O.G. ���L ---- • I►, I. RUN LONG DIMENSION OF PLYWOOD ACROSS (PERPENDICULAR TO) J015T5 AND TRUSSES. 3 I!1` (2) M5T3T4, I EA SIDE L•3 I/2' MAX. 5T6236 U.O.N L=12' MAX.Ibd • 6" O.G. ---�- . 2. STAGGER END JOINTS 2'-0 MIN. - 1�4 rs - 4^ - - MST3T U.O.N L=6" MAX. 2X STUD MAY BE GUT *MT w, 1'! \ STRAP END "L" FASTENER REMARK FOR 14" MIN. 4X BLOCK O ',/' ♦aim '�• fl OD 3. NAILS SHALL HAVE MIN. 3/6" EDGE DISTANCE. I1 ,' 2X4 BLK. 1"1/ 5 I/2' (2) M5T310, 1 EA SIDE L=3 I/2' MAX. c516 15" Bd/IOd USE ALL NAIL HOLES. ,I, ___!��►. lb- AT 4. ALL JOISTS AND 5. SEE DETAIL " A " TRUSSES SHALL BE LAID OUTIN A 4'-0" MODULE TO GONGIDE WHERE PLYWOOD JOINT ARE OFFSET DUE TO RAFTER OR WITH PLYWOOD. JOISTS LAP SPLICES. DETAIL Ibd AT 12° O.G. TO JST/RAFT A • USE EVERT'OTHER NAIL HOLE TO AVOID SPLITTING. 2 30" 5d/10d USE EVERY OTHER NAIL HOLE. '" A "A" 0.0 A POST AS PER PLAN OCCURS11 EN A' O.G. CMSTI4 36" 10d USE ALL RND t TRIANGL HOLES. 8 PLYWOOD DIAPHRAGM DETAIL i NOTTOPGHING PLATEaDRILLING OF OF EXT. WALL5it 0LEE NAR WALLS 1 STRAP AT TOP PLATES BREAK 6 TOP PLATE BREAK AT BEAM 5 SHEAR WALL CORNERS CONTINZUS TOP PLATES PERK SHEAR; L END 4X POST MIN. E.N. FULL HEIGHT, W/ SHEAR TYP. FULL LENGTH OFG WALL UNLC95 SATISFIED -- TOP OF PLATES r moN- (INCLUDING NON-STRUGTU2AU 3 % OF STUD WIDTH'b' 2X4 STUD(5) 2Xb 5T1D(5) PLYWD (056) PANEL SHEAR WALL PER PLAN �I `� STRAP PER PLAN STRAP PER PLAN, TYP. I 25 % D VS" 13/B' 40 % D 3/8" 2/B" U.O.N. / 1 I ' RFTRS OR FLR J5T5 E.N. FULL HEIGHT ON r6 Ul % D 2" 3 I/4" 4X POST • MIN. POST PER SAS. TYP. NOTCH GDX AS NEEDED TOP of PLATESTYP. h - win rose) PANEL ! I II FIELD NAILING \ i ii j�; WIDTH=D WIDTH-Dy SLIT FLOOR GDX { ► •� „u / % r/ « , 'fj � � �' �' l A5 REQUIRED / HEADER BEAM j*d- i �, JOIST/BLOCKING �, SILL PLATE W I -NOR -� &d. (HATCHED) y /" i1. -� 40 % D ,.� 25 % D ,IY TOP OF F.F. BEND EXCESS STRAP p 2x KING STUD MAX. MAX. --1 -,� ---�,p� ��'--- NX OR I/2" GDXPOST /AROUND BM AS REQ'D KING SND, FULL I V _- •FIELD NAIL PER S.W.S.I2x �I dq . TYPO ! SFEARYIALL HR. W/ 16d • 6' FN., U.O.N. ON PLAN IN STUD STIFFENER, T__• ._,..__pNOTCH / , �I� . I ��NEB BLOCKING: 2X4 FFLATT FOR RooF FULL HT OF NEB SHEAR WALL WHERE END (ONLY WHERE I .6 AT "I" JOIST 1 O i •EDGE NAILS AROIINS) PANEL EDGES (STAGGER H0LDOWN/TIEDOWN 15 REQb ON HOLDONN PER PLAN RAN 11I / t ? OCCURS 5 I/2" 5 1/2" ; 'I I �• • (' _ —_ . U.O.N. EDGE NAILING ' • M N. MIN. s\ BLKK ! EN. AT EDGE OF ABUTTING PANEL IF / SPAC'G 59') \ / V THJS) ! TABLE BLit I I 1o` / / 60% D MAX. ini 40% D MAX AT SINGLE STUD 60%0 MAX ATDOUBLE STUDS 4- IOd I /(IINST EL A 5 r / 4xb POST MIN. NV 4X6 BLK WHEN �% I ,i / BEA 15 SET LOW) . ���/// . / X P T • MIN. d F 1 .tf 1 (2nTb224, / '/ U.O.N 0. F AS REQb BY SWS. MF? -OPEN'6 WHERE HDR. BM. SIZE 2 4X12 5/B' MIN / / / •" - ___ ,II. MI , j �._ AROUND PANEL EDGE• PER NOTES ABV. TOP PLATES IF STRAP 15 INSTAI I F17 Ul n I 1 ' BM PER PLAN, OF BM SHALL I W/ SHEAR WALL ONE FAGS BE FLUSH ABV, TYP. N n IWy� J B 5/8' MIN. IKLOB h OR LARS MOST TO MAN -ANEL WIDTH REM xor SHORN O* NOTED. SIT LT —ir ---�- •SHEAR PANEL 6 ' I ROOF SHEATHING NOTES: 1 i MAIM AT AN END OF BEAM/ HEADER, ANOTHER VERT. STRAP N.o.N) OF EQUAL SIZE OR ONE SIZE SHORTER SHALL ADDED ON THE BEAM TO A POST BELOW. 14c/53 SIM. • • POST 5H OR ANOTHER OF EQUAL BE ADDED CONTINUITY. L BE CONTINUOUS VERT. STRAP SIZE (U.O.N) SHALL TO MAINTAIN O • ► / S r, �. pONp1 PER PLAN PER 5W5. !TABLE BELOW NON -BEARING PARTITION EXT. AND/OR BEARING WALL ? - / NOTE: I. NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS MAY BE BORED. I. 2, 3. An WI Roof to nailed O.G. The maintained sheathing a unless sheathing framing at sheathing panels used all edges 89 are g shall be Installed members below, with 8d common nails all Intermediate 9 supports. panels shall between all panel yBE on roof shall not 5011d1 blOGked. with the face stagger the adjacent at 6" o.c. at oTl rts. be Installed such that edges to accommodate be less than 24 Inches gain perpendicular panels by 4 feet, panel edges and at 12° there Is a 1/8" gap possible swelling SEE FOUNDATION PLAN �� 2. BORING AND NOTCHING SHALL NOT OCCUR IN SAME STUD. t DETAILS FRM'6 FOR FLR OR SLAB (THIS � POST • SHEARNALL 5. SIMPSON H69/65 MAY BE USED AT NOTCH/ DRILL HOLE LOCATIONS. DETAIL SHOWS RAISED END WHERE P D ALLOWABLE NOTGH'G E DR LL'G OF STUDS VERT. STRAP ACROSS FLOOR VERT. STRAP, POST TO BM J < FLR CONDITION) I ON PLAN 1 12 TOP PLATE OF EXT. WALLS 15HEAR WALLS FINISH FLOOR>: 't ,.L,. .+, :Y s'^,., "r:. , .f, .,. .._..: ,k`�',: `...+ it FINISH FLOOR / \ I t A _ "CM" COUPLER NUT AS NEEDED l `' _I - I SEE FpN PLAN / t DETAILS DBL. TOP PL. MODEL NO. FASTENER TENSION ALLOWARI F (Ibs) ANCHOR BOLT DIA. EMBED LENGTH, de I I TYP. ROOF SHTG (DIAPHRAGM) SPEC. • TOP OF GONG, SLAB POST a PLAN PER HTTS (0.162 Px2-1/2'. 5090 5/8" 24" EDGE NAIL, STAGGER IF SPADING L, T G LE iF ` 14-5D5 • :. HOEDOWN PER PLAN HDUS va x 2-I/2" 56To 5/8" 24" I>t5)A. x i •SILL PLATE " �• _THREAD ANCHOR PER 5W5. , WS" MIN. TYP. EDGE DISTANCE ., =•LT PER TABLE A55REBAR P.T SILL HDUB -- I/4' x 25172. 69T0 T860 l/8" 30° OF PLATE PER (2) •5 x 4'-0" (2) A35TOP i GONG WALL HDQB 20 - Sv5 4X4 4X6 VS" 50" LONG REBAR I 4" WASHER (2) I/4"m 8" Q s •� *5 I/4" x 3' 5510 8995 (30 FOR ,► PLATE NV/(U TOP x ° a e TL (2) NEAR 4X8 OR `..•.:, ,,. ,. - ! (2) WTI ®BOTT. SIMP�uON SDS SCREWS . ,• •. • d - a 1, ... �� \ us ,/�� \ �/ /�/ a T.O. GONG. WALL HMI 30 - 5D5 4X6 6X6 II, f, 3/8° MIN. TYP. (TIGHTEN W/ CARS) . • ._ _ 60' MIN' 4 60" MINd \ \ • .. I/4• x 2-I/2 9535 u,1T5 ■ EDGE DISTANCE �, SEE PLAN .. �� F-- " a a < ' r 4 ALL -THREAD 56 _ 505 axe OR 6X6 Ea EQ SECTION VIEW HDR. OR BM. A r V ANCHOR BOLT PER TABLE HDUI4 I/4' x 2-I/2' 14390 f I" 36" O SEE PLAN PANEL EDGE NAILING a A NOTES, D r HOLDOWN TABLE (6) LTP4 ATTENTION: a d' MIN 411 36" MIN + A I I. ANCHOR ROD MUST BE GRADE ASS OR ASTM A301 INSTALL "EPG" DOWEL 90 DEGREE BENT MATCHING HORIZ, REBARS KEBABS".r EDGE NAIL, STAGGER EDGE NAIL, STAGGER IF 15 5" OR SPACING 15 5" OR LESS MODEL FASTENER ANCHOR EMBED pLLOyye TENSION gLE (Ib& EA. SIDE OR "ACE6" to <+ ore 2-I/2"GLR � CONC. STRENGTH 2500 U.O.N PER IF SPACING BOLT DIA. LENGTH d psi. PLAN p LESS 9/8" MIN. TYP. PRIOR TO VERT STRAP .. I" GLR \ 1lEDGE DISTANCE PLYWOOD SHEAR MATERIAL HTTS 26-16d(0.162"•x2-I/2°) 5/8" le Sp90 PER DETAIL 14/SD3 u - - (2) t+5 STEEL WIRE o \.• WASHER TIGHTEN TO ROD r PLATE --"-HORIZ. =--1, — --- PER FOUNDATION DETAILS 1; H005 la - 5V5l/4 x 2-1/2' s/B• 24' 5b70 1' (2) *5 8AR 411'' Ibd AT E.N. SPACING, 4x4 4xb Pi .. HDUB 20 - 5175I/4" x 2-I/2' T/9" SKIM. (2) X5 PLACE I" ABOVE TOP OF WASHER SET I" GLR ABV WASHER PLATE 3' 5Q x I/4" THK // . STAGGER NAILS IF 6,9T0 T,BTO (2) A35 SEE PLAN "L" INTERSECTION "T" INTERSECTION - BEND REBAR AT CORNER CONDITION. WASHER PLATE - BEND DOWN AT END OF GONG WALL. I NUT AT TOP OF PL �/O car b 2-I/2" GLR BETWEEN s5 BARS. SPACING 15 9' OR LESS HMS 20 5D51/4' 3" 4X4 499 2x STUD (9x AS - x T/8' 30' WO 8,995 2X STUD 2 NUTS AT BTM OF PL // F % 1/ REQR'P PER 5.W5 HDUH 30 • ' 4x6 axe.or 6X6 ALTERNATE - 5D51/a^ x 2-I/2 r' 96 9,595 II)TS• VIEW / \ HDU14 36 - 5DS1/4' x 2-I/2• p ax6 or 6X6 SIDE VIEW SECTION VIEW SECTION A —A PLYWOOD (OSB) SPLICE DETAIL (PLAN YW) 56. Iag9o• SILL L 14 TYPICAL REBAR LAPPING 13 TYPICAL HOEDOWN DETAIL n 1 cn24R 16 TYPICAL SHEARWALL FRAMING AND HOEDOWN SPECIFICATION (ELEV./SEC. VIEWS) 15 TYP, HDR TO KINGSTUD 4 TRIMMER CONN, V ■ V 063 \1P oziW n u 16) Lui Th 0 Li V 4-5 O n i- < 0 wool-fnleel reeileethl a hink shades! eylleerlq SI services by at ex-fruiun (206) 460 - 4730 cliangahnpe@gmail.com 30919 Pacific Hwy S Federal Way, WA 98003 Exp. I-4-2019 FOR PERMIT ONLY THLSD Xuiffer ' HAS BERM PREPARED POR ROW? APPLICATUON AND 6 SUB- JECT TO RRVIBR' AND MODWICAT10<i5 Hy' OOVIOIMcWTAL=RCIBS. 1st Submit 10*•-2011 RECEIVED CITY OF TUKWILA 2., PERMIT CENTER • TYPICAL STRUCTURAL DETAILS S-2 or 5 sheets V r r J L r 11 r L 7 7 1 TI II L r -1 TYP J 1. r (5) 2XI2 BEAM IT 11 FOUNDATION PLAN 1/4"-,'-0�� > EPDXY JOINING STEEL TO CONCRETE < * INSPECTION SHALL BE REQUIRED TO VERIFY APPROVED TYPE OF EPDXY AND STEEL OR BOLT SIZES AS SPECIFIED ON CONSTRUCTION PLANS AND/OR DOCUMENTS. t * CALL FOR FOUNDATION INSPECTION BEFORE APPLYING EPDXY TO ALLOW INSPECTION OF HOLES DEPTH AND DUST REMOVAL. BUILDING OFFICIAL (INSPECTOR) SHALL OBSERVE INSTALLATION OF EPDXY AT THAT TIME. t L_- 1 6- rr (E) FIRST FLOOR FRAMING PLAN I/4' • 1, - 0" D15-0248 RECEIVED CITY OF TUKWILA PERMIT CENTER f 0 wood-heeeed resiin ial a h n structural engineering services ay se ex -framer (206) 460 - 4730 changahnpe@gmai I. com 30919 Pacific Hwy S Federal Way, WA 98003 Exp. I-4-2019 FOR PERMIT ONLY TIES DOMINI HAS BEN PREPARED POR PEWIT APPLICATION MD 6 SUB- JECT TO RENEW AND iUWICAT (Ni5 BY GOVERNMENTAL Mahn 1st Submit 10-6-2011 A /2\ •STRUCTURAL PLANS AND DETAILS or 5S74 ts (L=4.-0') PS SIM. YVJ 2x •4'-0") 8 5-3 LEGEND DETAIL NUMBER set tLNDER REVISION PU BER (L=7'-0") (L=1O'-0') (L=T-I07 - P2 P2 (LsI4'-4 ) \P3/ 1 0-•6'-0") (L=I4'-87 O Tt x O et 1 TJI 560 x II-1/8" ® 12" O.G fL rj 1 T TJI 560 x I -VS" Ne 12" O.G. 4 TJI 560 x II-1/S" e It OG 1 P4 L (1.•4'-6') SIM. SIM. /P4 5-3 Q 0 8 5-3 PI (Ls.l'41 0-=9'-0") L ("4'-6') SECOND FLOOR FRAMING FLAN 1/4" = 1' - O" HANGER TABLE II-'1/SIN "II' JOIST, LVL d P5L BEAM WIDTH DEPTH 'I' JOIST OR REAM TOP FLANGE FACE MOUNT 51N6LE DOUBLE SINGLE DOUBLE I-9/4' 14" TJI 110, LPi 90 WI 450 1T519V14 M1T414 W51b1/14 IU5356/14 2-1/16" 14' TJI 210 1T52.06/14 M114.28/14 IU52.06/14 MIU418/14 2-5/16" 14' TJI 230/560, GPI 40 IT525/A4 M1T4.2614 11152.06/14 M1U4]8/14 2-I/2' 14' LPI 20, LPI 32 GPI 65, J51 20, J51 30 ITS256A4 MIT314-2 IU52.51/M MIU4.75/14 5-1/2' 14' TJI 560, LPI % O.W.T (AT 24' OGJ MIT414; UPTO I8'-0 THA418(M W, 151-0 THA418(MAX)1 25'-0 MIU414, UPTO 21'-O LU5440 UPTO I5'-0 14/4' 14' 15/4' LVL BEAM WPU 1.81A4 M114 OR M)SIAI/10 9-I/2' 14' 3 I/2" OR 2-1 3/4' LVL, L5L, P5L BEAM 6LTV5514 H6U3414 5-1/4' 14' 5 I/4" LVL OR PSL BEAM was HGLTV5514 H6.5550/14 TYP (L=26'3', P2 i (L1,4'-0'7 1 r (L•12'-69 P4 2 �5- (L=8'-3") P2 IL=151.69 P2 +- 1 (L.16'-b") P4 5-3 1 z (t0 PRE -FAD 1 NOTES: I. EXTENDED TO I -JOISTS TOP FLANGE, PER MANUFACTURES JOIST ROTATION RESISTANCE RECOMMENDATION. 2. HANGERS SHOWN ON PLAN %CERSEDE HANGERS IN LINE BELOW USE SIMPSON HANGERS UNLESS APPROVED BY CASE." "" 3. USE NAILS OF MAX. VALUE ON MANUFACTURERS SPECIFICATION, U.O.N. 4. FOR STRAPS INSTALLED ON '1" JOISTS OR BEAMS LESS THAN 2-1/2' IN WIDTH, USE EVERY OTHER NAIL HOLE (G516:bd; MSTA,IOd GOMMOM). 5. DBL 5-1/4' MEMBERS REQUIRE SPECIAL ORDER H6LTV HANGERS. P3 1P4\ I(L•6'-4') TYP TYP (L•4'-0') �P3/ P4 (N)(e'(E) ROOF FRAMING PLAN 1/4" = 1' - 0' SPECIAL CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENIN65 HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING. IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWIN65. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. u (L=4'-O') P3 r TYP 5tructrral Observations: Per Becton 1704.2 of IBC Ior those structures sited Mere Vasil , as determined h accordance nl h Section 16093.1, structural observations ae to be provided on a project. Structural Observation Is the Nwal observation of structural systems by a Registered Design Professional for general conformance nith approved construction documents. Structural Observation Is Mended to assist and supplement the nork of the Belding °Niclol. Structural Observation by Itself does not certify, g.aaltee, or ensure cadormchce with all of the retirements of to approved construction documents. Structural observation does riot waive nor Is it an alternative to the inspections In Section 110 or the special inspection requirements in Section 1/05. Typically, dxavatlon occurs citing significant construction stages and at to completion of the structural system. The objective of the structural observation Isto become familiar with to progress and quality of the contractor's Fat, and then determine If the nork is being completed N general corlormcncs with approved plan at specifications. Observation Is a contract -negotiated activity which Is usually pertonred by the structural engineer as a pert of the normal scope of services. At the oneluslon of the work Included h to permit, the structural observer is required to submit to to building official a mitten statement that the site vlslts have been mode and Identify any reported deficiencies that, to the best of the structural observer's knoriledge, have not been resolved. D15-O • INDICATES 110LDO AND INSTALLATIONW IW FACE. INDICATES a TYPE Nip INSTALLATION FACE ENLM6® FOOTNNG. DEEPENED FOOTING, SG. PLAN FOR DIMENSION. CONCRETE PM OR STOOP, SEE PLJI FOR DIMENSION a INDICATES POST ABOVE • INDICATES POST !MEOW • INDICATES POST ABOVE AND BELOW • (--NOR OR BM WALL 1 BEAN OR JOIST 1 HANGER `-NORIZ. STRAP ON TOP PLATE, JSt OR BM icI• VERT. STRAP N.iT ABOVE AND B®.aM FRAMING RIJN IZE AND SPACING (L•9-0"—SHEAR WALL LENGTH SLEAR WALL TYPE 5113) OF SHEAR WALL ABBREVIATIONS ASB AB. ARGFIOR ' BELOW L ABV A.P.A. ABOVE AME- IGAN PLYWOOD ASSOCIATION ARCHITECTURAL B.F.W. BUN GALLOON FRAMED WALL BELOW BLK6 BM BLOCKING BEAM BTM (CM CANT. G.J. CL6 BOTTOM BEARING GAMBER.X CANTILEVER CEILING .JOIST CEILING CLR AMU. CLEARANCE GONG. MASONRY UNIT GONG CONN CONCRETE CONNECTION GONST CONT CTSK CTR DBL CONSTRUCTION CONTINUOUS COUNTERSINK CENTER DOUBLE PET P.F. DIA DIA6 jDIAPH DIM DETAIL DOUGLAS FIR DIAMETER D DII M DIMENSION DIR DR DIRECTION DOOR DWG (E) PRAWING EXISTING EA E.F. EACH EACH FACE ELEV EMB E.N. E. EJ'E.F. EXP EXT. F.F. FIN F.J. ELEVAT ON EMBEDMENT EDGE NAIL EQUAL. EACH WAY EACH WAY EACH FACE Ex,PANSON FINISH FLOOR FINISH FLOOR JOIST FLR F.N. F/P FLOOR FADE NAIL FIRERAGE FT6 FOOTING FRMG FRAMING 0 &ALV GAUGE GALVANIZED GAR GARAGE 4Gem G.L.B. G.T. G.R. &ABLE END TRUSS GENERAL 6LU-LAM BEAM GIRDER- TRUSS &RAPE HOR HEADER 1I6R HANGER HORIZ HORIZONTAL HT HEIGHT INFO INFORMATION INT J5r INTERIOR JOIST J.T. K.P. JACK TRUSS KING POS r LOG LOCATION NPR MAIL MANUFACTURER MATERIAL MAX MAXIMMH MB. FMAGHINE BOLT ZZANINE MIN IM!MINIM CPU WA NOT APPLICABLE N.T.S. 0/ O.G. NOT TO SCALE OVER ON Ceirest 05B. B IEN D STRAND PL PLATt P.T PREbtVRE TUBA rtD RFTR RAFTER 1..t^0i-NKLGWOOD RET RtI AININ& RE KVfJ bet ARCH LJKWSS 5GH SGHEDULL GEL SECTION bHT brltt r 5HT6 SHEATHING. SIM SIMP SPECS bIMILAR SIMPSON 5MON&-TIE SPECIFICATIONS 50 SQVARE STL STEEL S.W.S. T4 B SHEAR WALL SCHEDULE TOP AND BOTTOM T46 T.N. T.O. T.O.G. TONGUE AND GROOVE TOE NAIL T0P OF TOP OF CONCRETE TAYV TL TOP OF WALL TOTAL T(P TYPICAL U.ND. UD.N. VERT IALEMS NOTED OTHERWISE UNLESS OTHERWISE NOTED VERTICAL WIN WINDOW MAP. F(/ WELDED WIRE FABRIC WITH A/0 WITHOVr • 11 1 AT PARALLEL PERPENDICULAR CENTER LINE L HANGER STEEL ANGLE NOTE. WIER TO SIMPSON STRONG -TIE cos GATALOG&E FOR HARDWARE ABBREVIATION. 248 III M kJ) n IN �Qf 0 0 0 co TWkv a vvo clS ue V d c 0 j) I- 0 ahn No114-famed residential effectual esgiaeeriy tendon by ee a-fnmet (206)460 - 4730 changahnpe®gmail.com 30919 Pacific Hwy S Federal Way, WA 98003 FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPIKAMON AND IS SUB- JECT TO REVIEW AND MODIFICATEONS BY GOVEJ&FVFAL AGENCIES. 1st Submit IO-6-2011 0 RECEIVED CITY OF TUKWILA OCT 19 Ali PERMIT CENTER • STRUCTURAL PLANS AND DETAILS S-5 of 5 sheets /8"s SCOPE OF WORK APP FOOT PRINT 4415 F RAMP 815 F PECK 90 5 F I5t FLOOR LIVEING 5PACE OVER NEW OFFICE 560 5 F I/ 2 FLOOR 758 5 F fOfAL LIVEING SPACE 1,458 5 F 18' 2' �R10' 5'-0 1/8' NO OVEPNANG - 27' 42' 37' PI5-0248 ASHU KEtO 4418 5140 TH 5f 98168 PAR 7547600500 LPG PESC: RIVEPTON MACADAM LOT 5 6LOCK4 LOT 8,855 5 F t0fAL5F2,160 / 10' ROOF 1,665 5F PATIO 378 5 F 211-1 5/8' 21' 41' JIVI.161511 S 044 DU-dd 10' 76 13 c'CC 3'-9 1/2' -' 5' DAMP 1 / 4" PEP Pt 1 15' PECK 9005 33'-2 1/2' t / 2 FLOOR NO CHANGE 450 5F NEW I/ 2 FLOOR 78 5 F 1,188 5 F 1 5tFL00REXI5t1,511,55F NEB5605F - 1,6715 F EXIST 13ASEMENT 999 5 F 5 F` EW 560 5 F,;a 1,559 5 F PAYLITE FINSH I3A5EMENt FLOOR PLAN 72 ,F - 560 5 Fg 1,084 5 F POW IRS TOTAL 5,945 5 F 1 , 7)0-- SF p LI6n.5f3' FENCE 8' 32' 8' 8 8'—+ NEW PECK I50 5 F NEW PARKING 864 5 F ROOF 1,665 5F PAT105505F [RIVE WAY 901 5 F PA1103785F 1OTAL IMPERVIOUS SI.IRFACE 4158 5F TOTAL5F2,160 O CHERRY 26'-11' R8' EXIST SLOP V NEW PARKING 864 5 F 5/ 8" CUT ROCK '5 27' 38'-6 1/8- 4' 2 9/16' NO OVERHANG 27' RAMP 515 F PECK 90 5 F NEW APP ON 560 513A5EMENT NEW FIRST FLOOR 360 5 F 1/2 FLOOP7585F EXIST1,5145F NEW 1,764 5 F FOOT PRINT tOrAL LIVEING 5'ACE 1,458 5 F 41' 42' 14' 2 1/2' 1 1 5 } -12,5 EXIS5LOP >32 T L 2' 8' 0 0 f -45 EXIST DRIVE WAY 9015 F ASPHALT 1 ' le P L16129 ' FENCE ON P 11GHTEN FOOI1NG DRAIN t0 2"X 4" IO" 10 INFIL1TA110N TRENCH 5/ 8" SMOOTH POCK W/ mi_nemp FAt3PIC 5/8' 3° 12,5 34*€41 v`cf °i V P ►1`i l l�t�t l d vN S2rc Clca$t o s 4c!v` kPol'Fl v!� ko\2 koJse, ucvt i Ov, kefiv revV\ V,t v. C� ` ,0 3 e 9 , 5 LO a sly k irceschA / f 4 VA evA- • 1 irC)NA(She cct cu 1cA- ons lnea cvi artas uJkk C ovv\ kiAi °once S Pec-`6•C^A"\ors 95' 11' 44' N ROCK POAP EXIST SLOP > 4° EXl5t PRIVE WAY APP 1' -6" ASPHALT rhrnass cr.- be mpcio tr. time w,thc .11 r ?re` a; fmrn ► o p? -ruing r”vislr? i of DCD ve!d By: Di 5-0248 5'-0 15/16' IREVISIONS No changes shn!I be made to the scope of v;oo'k r ;rycr:t prior approval of T •'' 1 a Building Division. 1107 cc n;ev;s:xs will require a new plan submittal i FIELD COPY Fait of construction doatmenb shall r: at the site of work end steal! h3 'nspeaion by the Building Official w a duly authorized representzdive. City Of Tukwila BUILDING DIVISION EXISt 5P Project Nome and Ad*n. COflRE TION LTR* DEC 2 4 2015 :_iRrv1IT CENTER 42' 5f FLOO PLAN I--- 6' 6' eX1911,311.5 5 F NEW 500 5 F- 1,611 5 F 10' 6' 5' 27' 6'-6 1/E 16'-6` 18'-5 1/2' NEW neCK 6' 11 1/2' 8' 6' NEW 2"6" WALL 16" 0 C W/ I/ 2" 0 5 6 NAL W/ 80 4" WCe & 10" IN Fe-9 POfroM We NAL W/ Ion 6" 0 C �N�W AnL7 6' D' 16'-2 1/2' 12' 20'-9 1/2' 8'-9 1/2' eXI9f I3W OOM 168 5 F GLAZING 20 5 F 2'-6' a 1 a 1 NEW I3EnEOOM 126 5F GLAZING 20 5 P a NEW PEI2ROOM 129 5 F GLAZING 20 5 F C X151I3EW9OOM 180 5 F GLAZING 20 5 F 11'-4' 90 C FM 0 13'-5 7/16' NEW WNW/ PUN 3-I/2"X9-I/4" P 11' 6' 14'-5 i /2' FAR H142" HOLLOW COST LOCR5 A 5' -0"X 6' -8" I3 2' -6"X 6' -8" C 2' -8"X 6' -8" 8IPA55 n 2' -6"X 6' -8" ``6PA55 LLJ e, 14' 5 a 90 C FM 01® 100CFM • • nw 9' 8 1/2' --i NEW 3WPROOM III 5 F GLAZING 20 5 A 13 4'-2 1/2' 1 NEW 8En200M 96 5 F GLAZING 20 5 F A A -I 3' 9 1/2' 20'-9 15/16' PROMO- DAT %at HMG 2 1117ER 5LIneR 4 sow I111JG SLIDING GLA55 A -I POOR A-2 5.I9ING aA55 n00R SING 200R HALF LIT 14'-3 1/2" 512E AMA NO (WKH) (50FT) 5I -0"X 5' -0" 15 3 3'-0"X4'-0" 12 5' -0"X 4' -0" 20 9 3' -0"X 5' -0" 12 2 6'-0"X 6'-8" 40. 1 5' -0"X 6' -8" 5'533 I 12'-8 1/2' 10' 11' Tom U-FACTOR VGA X (V 6 A) NFRC-aRfinen U 45 0.90 15.9 12 0.50 9.6 180 0.30 54,0 24 050 7,2 40 0.50 12 5335 0,0 9.99 9'-0"X 61-8" 20 1 20 0.50 6.0 yOTN-VGA - 35455 TOTALV6A zU -106.29 AREA-WEIGNf t7 AVERAGE VeRflCAL GLAZING U-FACTOR - ( TOME V G A z U) / CON, V G A) -as 15' 7' 3 2"X9-I `'.e'ue✓' \\ck s access able reku; ,newt 0 ELAN 15'-11' 12' 20'-9 1/2' 8'-9 1/2' ow\ Clekr' r1nrtn�,,wll� (v & n 101C4` \\ wet«` -woes a4 J skrix ► 5 4"MUM \. 1 OPAQU loop EXISV Befl OOM a LIVI;ING (ZOOM �v a4i I.F' XI5T I3EWIZOOM 90CFM • I/4"-I' PeMO EXI5r 51AtZ5 & FILL IN WILL W/ 2"X10" & PLvwoot 9' 8 1/2' nEMO KIC1ION 10 • 14'-3 1/2' PEMOw Walla SIZE AIIA NO tom U-FACTOR T Din (W z N) (50 Fr) (r n A) NFRC-(RfFIEn A -I 5WING POOR 5' -0"X 6' -8" 20 5 60 0.20 12 fork r n A- 40 1O1AL T P A x U- 8 AITA-WEIGI-tien AVERAGE O&M POOR U-FACTOR - (1'O1741.. r n A x U) / (for&l r n A) -0,2 12'-8 1/2' FILL IN GARA E POOR r\' 5 icoav\ sL \ G \f\'y c o vvv(D\1 w\ \ (I vy� i t� \;arrt-eV mc. vinelkk-s ;Li\ Coonkpk w i Asa., seOVIAn l00)-i \ most Speci•'k,Ca1,lt 4A 1004,vo0WIS, 15' Dote Scok Shut 2 D15-0248 SXI51" I / 2 FLO I/ NO CNANGF NEW 240 5 P - 1,239,5 F NEW 2" vb" WALL 16" 0 C W/ I / 2" 0 5 f3 NAIL W/ 810 4" EDGE & 10" IN FEW W/ P T DOTTOM FLAt W/ 5/ 8" X IO" A C3 W/ / INCIf5Of EMBEtWMENTW/ 3"X5" XI/ 4" 50 CUT WA51V125 I / 4" -1' NSW Ann NEW I / 2 FLOOD NO CNANGF I/ 18'-5 1/2' 3' +3' 16'-11 11/16' 13'-8 1/2' 27' 9' 5' 3' 3 1/2' 5f01XACt A a 5fOtXAGE a T STACK EX15T WALL W/ 2"X 6" WALL 18'-5 1/2' W2"rb" WALL I6" OCW/ I/2" 056 NAZI, W/ St7 4" EWE & 10" IN PEED I90(TOM PLATE NAIL W/ IOt7 6" 0 C 41' 37' �b a se VY\ e rt t71NING / LIVEING ROOM PAYL 1Th I3A5 M N'f FLOOR PLAN 724 5 F 8'-0 1/2 EXIST PePIZ00MI 3'-9 1/2" D15-0248 Li' V Dote 1r;.. 2 2015 42' 2NnFLOOR J015 EX15T 1,511,5 5 F EXIST JOIST 4"X6" 5' 0 C W 2'X6 T&G 10'-6' 5' 27' 6'-6 1/2 (Deck lateral load connection) R507.2.2 Decks supported by attachment to an exterior wall shall be positively anchored to the structure and designed for both vertical and lateral loads. Attachment shall not be of nails subject to withdrawal. Deck ledger connection to band joist, (See TABLE R507.2.I ). Refer to lateral load connection Figure R507.2.3. Hold-down tension devices shall be permitted (See Figure R507.2.3) to be installed in not Tess than two locations per deck... each device shall have an allowable stress design capacity of not less than 1500 pounds. (Refer to City handout for DECKS.) l — 6' 6' 16' 6' /2' NEW PECK - -u 8' 6 6' 1 37' 16'-2 1/2' 2'}7' CH 12' 20'-9 1/2' 8'-9 1/2' 1 NEW r3rnzoOM 126 5 F GLAZING 20 5 F CL NEW f3WIZOOM 125 5 F GLAZING 20 5 F 11'-4' r._ RrotA&> S o d s A A-cy cArt A1212 NEW 2"X IZ" J015116 ' 0 C W/ 5/ 4" T&G PLYWCOP GLUE & NAIL W/ 81:7 4" EDGE & 10FELP 14' CL (J C FM I • ' 505CF NEIM' wwo0N111II 5 F GL NG20Ir CL II °I I 4'-2,11/2' II 14'-3 1/2' 12'-8 1/2' 15' HANG J0151-W/ HU212 18' 1 NEW 2"X12" W/ 5/ 4" T& W/ 8P 4" EP 5T12" OC PLYWOOD GLUE & NAIL & 10" ftLL2 27' 1/ 4I I r 1 l ROOF PLAN 1/4" EXI51- POOP 2"X4" RAFTER5 2' 0 C W/ 5/ 4" SPLIT SHEATHING COVEPl2 W/ I/ 2" 0 513 ANP 5-TAD ROOFING 27' NEW POOP MANUFACIMR Tf;U55E5 24" 0 C 11E 10 WALL W/ H2.5 & GA13LE ENP W A55 52" 0 C W/ I/ 2" 0513 NAIL W/ 8126 EDGE &I2" FEIL17 COVER W/ ROLL ROOFING 18' 6' NM/ EXIST 38' 17' 20' 2 X15" PIPGE XI5f NU�i NEW .7.-20' 6' 20'-6` 21'-6" 41' 42' 6' 1 y0 � &meVS Z)C M s 1\ic +s \lv�ct4A r,_ DEC 2 4 2015 claN Sheol D15-0248 [ � , I FOUNIA11ON PLAN I/ 27' EXIST CONCRETE 6" WALLS ON 12"Xb" FOOTING NEW CONCgTE 6" WA1.L5 ON 16"X8" F00111\6 W/ #4 IT -PAR 2- ON TOP & 2-ON POfTOM EPDXY MEW 6" IN TO EXI5T 45' -INSPECTION SHALL BE REQUIRED TO VERIFY DRILLED HOLE PREPARATION AND CLEANING, PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR IF APPLICABLE) INSTALLATION OF WEDGE ANCHOR BOLTS. INSPECTION VERIFICATION SHALL BE INCLUDED WITH CONCRETE INSPECTIONS. ANCHOR BOLT INSPECTIONS MAY BE INCLUDED WITH FRAMING INSPECTIONS. 4"X12" PTPEAMON4"X4" PTP 2' X 2' X 12" CONCRETE FOOTING TE P051- PA% W/ FP544A & CAP W/ Aa4 &ACE4 15' —6' 4 1/4" I 8'-7 3/4' -1'-5 1/2' is' Er ////// /////////////////J /I / / 1 PERIMETER SLAB W/ R-10 RIGID / VAPOR PPAINER W/ 6 MIL 112'-4' / / ' THICKEN 5LA616" X 12" / 1 W/ 5- 5/8"XI0" GALV % AP 7 5"x5" x1 / 4" WA RS / 1 /1 /! 3'-8' 6 NEW It 8" WALL5 ON 16"XS" FOOTING 12" MOW GRAM W/ #4 'WAR 2- ON TOP & 2-ON POrroM EPDXY RED 6 "1 c CONCP.ZT>; AT1ON ��/"stSO YnttvA Wwt'''1 l oII R o . C. 6'-6 1/2�'' Ver4 cq,( uoct co\Av\ea 8' 14' 2"X6" J0151-16" O C 4"X 8" P T PERM ON 4"X 4" P f P05f 8" ON 12"X 12"X I2" CONC TE PAV5 11E PASS W/ F 344 AND CAP W/ AC AC4 & ALE 0 8' n 3' PLI P T WOOD I.ISv GALVANIZED NAILS & FAWNERS 15-r J0151" PLAN NEW A1217 wf '- I/ 4"-1' 2"X8" PTJ015T16" OC ' ii kr a 0 r town foa{'e W 2 X 6" CKING - - 15' 4"X 12" HEADER ON 4"X12" PTPEAMON 4"X4" PTP051-N 12"X 12" X12" CONCRETE FOOLING 11E P051 PASS W/ P3544A & CAP W/ ACE4 EXIST 42' 6'-4 1/4' 8'-7 3/4' 6'-6 1/2' 1 RANG J015f W/ 141528 & H115C28-2 INVERTED END5 NE 15' N IN F HE s' 5-JOIST NAIL W/ IOD 5-e 12" 0 C 10'-6 1/2' 3'- 4' EXIST 4"XIO" J015f 5' 0 C W/ 2"X 6" T&G 14 -3 1/ r 1 HANG J0151W`F1115210 r XI5TCONCRETE 9-A13 4— NEW D15-0248 4 NW Ann 2"XI0" J015116" 0 C W/ 3/ 4" T & G PLYWOOD al.t & NAJL w/ 100 6" EDGE & 12" FIELD 2"X6" JOI5T P T 2' O C COVER W/ 2")(6" P 20'-6" V Sheet i_A 4 2015 2 9/1 7'-8° FLO0R LINE 6' 10 3/4' CEILING LINE 10Y OF VflL `LOOK LINE CEILING �II� 5' LINE 7'-21 6 , 3' \N 7'-8" FLOOR LINE --3' 7'-9` cXIYGE 8'-7 3/4' 10"3/4' 6A5EMEN\ SLAB FLOOR LINE o.\r so. 5 27'-10 3/16' GIME 4' 5' 1 7'- 2' 7 -6 1/2' 2'-0 13/16' h i NEW APO 2-LAYER5OF 5/8" 1YPXG WD �0 THE WALL 1 NR FIRE OFFICE F?0M r3A5EMENT L ur 7'-9 3/4' 1' 3'-3' 3' -3"X 16 ' XI2" CONCRETE PAP W/ Pf3544A PA% & CAP W/ AL4 1 ,} 7' 6' NEW OFFICE AO 2- LAYERS OF 5/ 8" 1YP X G W f310 IHE CELING I WI FIRE 51QP 2"X 6" WALL W/ I / 2" 0 5 r3 NAIL W/ 8P 6" EPGE & 12" FILP VAC N0 9 Slb D15-0248 Project Date Scale Sheet DEC 2 4 2015 YLRFu1! ::ENV 6 22'-7 5/16' 10'-7 7/8' TOP nF WA.I 9' 5 9/16' HANG EXI5T RAFTERS ON NEW TRUSS awn: W/ HU526-21F EXIST ROOF 21(4" RAPIERS 2' 0 C W/ 3/ 4" SPLIT SHEATHING COVEI?G W/ I/ 2" 0 513 AND 3-fA13 ROOFING MAX 4" SPAC EXIST 6" CONCRETE SLAG PEPITER 5LA13 W/ P-10 RI ON EXIST 50U1H & EAST WALL OF EXI5T 21' 3' --- 21'-3 7/8' '1 / 4' EXI5T 6" CONCRETE WALL EXIST 6"X 12" FOOTING 5- 2"XI2" 51RINGERS 7 7/166"X HEAPEM t3'-7/4' 25'-10 1/2' i P 2i 1/2' �✓ HANG RAIL cflP' @56' EXIST GM STAIRS MALL GE P T LUMP 3- 2"X 12" 51RINGERS TIE TO J0151 W/ L60 �A5t 512 ALL P T WOOD USE GALVANI7E12 NAILS & FASTENERS NEW 16' 2-2"X10 R2 3' 8'-7 1/4' TIGHTEN GUfTEP5 MANS TO EXIST 1'-4' PERIMETER 51-A13 W/ P-10 MIGID VAPOR GGARMIER W/ 6 MIL OOP TO WALL STEM FLACHING NEW ROOF MANUFACTLPE211Uf.CS 24" 0 C TIE TO WALL W/ H2.5 & GAME END W A55 52' 0 C W/ 1 / 2_'11 D191I W/ 8, t7k E-12 E f2'F ILG W/ • 1?.1 ROOPit 1( �l)kAk C\,ps tuck \BUSS r eack td NEW WALL5 2"X6" 5112516" 0 C W/ I / 2" 0 5 G NAIL W/ 812 6" EDGE &I2" FIELD COVER W/ I5 ELT PPP & HOE BEVEL 5112ING CEDAR 5T W HU526 X 8" P T J05f 16" 0 C COVER W 2"X DECKING 4"X 12" P f GEAM ON 4"X " P 1 P05T ON 2'X 2' X12" CONCRETE FOOTING TIE POST GASE W/ PI3544A & CAP W/ ACE4 &ACE4 6 DRAIN TO 2"X 4 ' 10" TO INFILfl ATION 1 NCH 5/ 8" 5MOOTN ROCK W/ FILTRERW FABRIC - 8' CONCRETE WALL ON 16"X8" FOOTING W/ 2- #4'VAR TOP & 001-TOM W/ 5 / 8" X8" A 13 W/ 3" X5"XI / 4" 50 CUT WASHER 52" 0 C EPDXY 5IMP5ON 5Ef 22 114 PEW 6" INTO EXIST CONCRETE FOUNDATION 2- ON TOP &2- ON GOfTOM 4"X4" GMACE j 20' 6' XI5T 4"X6" JOI51-5' 06 2"X,6" & G NEW ADD 2- LAYERS OF 5/ 8" TYP X G W G TO 11t GEEING I HP FIRE STOP (FOOTING DRAINS) Gravel or crushed stone drains shall extend at least I tom beyond the outside edge of the Rooting and 6 inches above the top of the footing and he covered with an approved tiller membrane material. Drainage tiles or perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least one sieve site larger than the tile joint opening or perforation and covered with not less than 6 inches of the same material. only approved footing drain filter fabric "filter membrane" shall he the excepted method placed over the lop and side of the gravel or crushed rock covering the loosing drain. IR405.1) All perforated pipe shall be laid with the perforations down. For building additions. new footing drains shall tie into the existing buildings footing drains or shall extend to a designed discharge drainage system. 21'-7 1/2' �O Qor'w\-ers 5'-7 A /16' 8 9/16"--I XI514"X 8" JOIST 3' 0 C W/2"X6"T&G '1' D 15-0248 Project Dot. Scole eet DEC 2 4 2015 •. 7