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Home My WebLink AboutPermit D19-0064 - BUCKLEY RESIDENCE - ADD BATHROOM, LAUNDRY ROOM, WINDOWS/DOOR AND CHANGE KITCHEN LOCATIONBUCKLEY RESIDENCE 3425 S 128TH ST 1 Apn: 7359600285 FINALED 06/25/2021 D19-0064 Parcel No: �-^�x» � Tukwila .~K~��n x��nx��Uva Department ofCommunity Development 63OO5mvthcenue,Boulevard, Suite #1OO Tukwila, Washington 9O18D Phone:2V6'4]1'8670 Inspection Request Line: 3O6'43Q'B3SO Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 7359600285 Permit Number: 3425S128THSTl Issue Date: Permit Expires On: Project Name: BUCKLEY RESIDENCE D19-0054 3/l1/2Ol9 9n72Ul9 Owner: Address: BU[KLEYK|CHARDE|| 3425Sl78THST'TUKVV|LA,WA, 98168 Contact Person: Name: R|[HARDUU[KLEY Phone: (206)412'3360 comortoc Name: AFFIDAVIT 'RICMAnD8UCKLEY Phone: ... License No: Expiration Date: Lender: Name: R|CHARDBUCKLEY DESCRIPTION OF WORK: REMOVE NON -LOAD BEARING WALLS UPSTAIRS. ADD A BATHROOM AND LAUNDRY ROOM/ CLOSET UPSTAIRS. REMOVE LOAD BEARING WALLS DOWNSTAIRS, CHANGE BATHROOM LOCATION DOWNSTAIRS, CHANGE KITCHEN LOCATION DOWNSTAIRS, ADD WINDOWS/DOOR UP AND DOWN. REMOVE TWO WINDOWS UPSTAIRS. Project Valuation: $20,0000O Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $868.03 Occupancy per IBC: R'3 Water District: 125 SewerDisthct: VALLEYNEW 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 Cods 2015 2015 2015 2015 2015 National Electrical Code: YVxCities Electrical Code: VVACZ96-468: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channe|izahun/9triping: Iva*\ Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hau|io8/DversizeLoad: Land Altering. Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut O Fill: D Number: O Permit Center Authorized Signature,: Date' 03///i/ /� 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 ofthis permit does not presume togive authority toviolate nrcancel the provisions ofany other state nrlocal laws regulating construction nrthe performance ofwork. |amauthorized tosign and obtain this Veve|opmen,Lpennitand agree tnthe conditions attached tothis permit. Signature: �`' Print Name: �—/c'k1./'1v1 \ �_ CL �� 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 orabandoned for aperiod ofl8Odays 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 bekept atthe site nfwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All wood to remain in placed concrete shall be treated wood. 6: 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 onsatisfactory completion ofthis requirement. 7: All construction noise tobpincompliance with Chapter 8.22uf the City ofTukwila Municipal Code. Acopy can beobtained atCity Hall inthe office ofthe City Clerk. 8: All plumbing and gas piping work shall beinspected and approved under aseparate permit issued bythe City ufTukwila Building Depxrtment(2U6'43l']67O)� 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila 0 IU: Preparation before concrete placement: Water shall beremoved from place ofdeposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall beremoved fnomspaces tobeoccupied byconcrete. 11: VALIDITY OFPERMIT: 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 ofthe City ufTukwila shall not bevalid. The issuance ufapermit based nnconstruction documents and other data shall not prevent the Building Official from requiring the correction oferrors in the construction documents and other data, lZ: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZO6/431-367U). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (3Q6)438-9350 1700 8U|LD|NGF|NAL~* UZUl FOOTING 0409 FRAMING 0606 GLAZING 4046 S|'EPDXY/EXP[ONC 0601 WALL INSULATION 0413 VVALLSHEATH|NG/SHEAR CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1) 1— 0 Project No. Date Application Accepted: 2.I sr-- 1 / 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 OCATION King Co Assessor's Tax No.: Site Address: 3425 South 128th Street Tukwila WA 98168 Suite Number: Floor: Tenant Name: Richard Buckley (Owner) PROPERTY OWNER Name: Richard Buckley Address: 3425 South 128th Street City: Tukwila State: WA zip: 98 68 CONTACT PERSON — person receiving all project communication Name: Richard Buckley Address: 3425 South 128th Street City: Tukwila State: WA zip: 98168 Phone: (206) 412-3360 Fax: Email: richardebuckley@gmail.com GENERAL CONTRACTOR INFORMATION Company Name: N/A OWNER WILL PERFORM O. Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: D Yes 0 „No ARCHITECT OF RECORD Company Name: N/A Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: b2 Structural Engineers Engineer Name: Basri Basri Address: 15306 61ST Place NE City: Kenmore State: WA zip: 98028 Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: i Address: 3,1?-- 5 (.. City: State: L Zip:leocci) H:1ApplicationsWoritts-Applications On Line12011 Applical ionsTerinit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20/ 0(70 Existing Building Valuation: $ 201 000 Describe the scope of work (please provide detailed information): Remove non -load bearing walls upstairs. Add a bathroom and laundry room/clauset upstairs. Remove load bearing walls downstairs, change bathroom location downstairs, change kitchen location downstairs, add windows/doors up and down. Remove two windows upstairs. 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 ielow Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Is' Floor 980 980 0 0 Type V Group R 2"d Floor 980 980 0 0 Type V Group R 3'd 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: Will there be a change in use? Yes Compact: Handicap: No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsWorms-Applications On Line12011 ApplicationsTennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ® ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline 0 .. Renton ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. 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) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of --way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut cubic yards ❑ .. Work in Flood Zone 0 ...Total Fill cubic yards ❑ .. Storm Drainage 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 77 71 ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. 1 5 WO # ❑ ...Water Only Meter Size 77 WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip n:\ApplicationsTorms-Applications On Linc\2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING WNER OR AIThIJORIZEO AGENT: Signature: Date: 0-/ iJii Print Name: Richard Buckley Day Telephone: (206) 412-3360 Mailing Address: 3425 South 128th Street Tukwila WA 98168 City State Zip HAApplications Forrns-Applications On Line12011 ApplicationsliPennit Application Revised - 8-9-1 I,docx Reviscd: August 2011 bh Page 4 of 4 Permit Inspections City of Tukwila Permit Number: D19-0064 Description: BUCKLEY RESIDENCE Applied: 2/15/2019 Approved: 3/8/2019 Issued: 3/11/2019 Finaled: 6/25/2021 Status: FINALED Parent Permit: Parent Project: Details: Site Address: 3425 S 128TH ST 1 City, State Zip Code:TUKWILA, WA98168 Applicant: BUCKLEY RESIDENCE Owner: BUCKLEY RICHARD E II Contractor: AFFIDAVIT - RICHARD BUCKLEY REMOVE NON -LOAD BEARING WALLS UPSTAIRS. ADD A BATHROOM AND LAUNDRY ROOM/ CLOSET UPSTAIRS. REMOVE LOAD BEARING WALLS DOWNSTAIRS, CHANGE BATHROOM LOCATION DOWNSTAIRS, CHANGE KITCHEN LOCATION DOWNSTAIRS, ADD WINDOWS/DOOR UP AND DOWN. REMOVE TWO WINDOWS UPSTAIRS. NSPEGTIO 5 SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS WALL SHEATHING_SHEAR Bill Centen Notes: 6/25/2019 AM 6/25/2019 FRAMING Russell Steinike NOT APPROVED eTRAKiT Inspection Request Notes: 6/23/2019 8:59 PM Richard Buckley Contact Name: Richard Buckley Site Address: 3425 5 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com Not ready, need all trades approved. 6/25/2019 AM 6/25/2019 GLAZING Russell Steinike NOT APPROVED eTRAKiT Inspection Request Notes: 6/23/2019 8:59 PM Richard Buckley Contact Name: Richard Buckley Site Address: 3425 S 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com Not ready, Printed: Wednesday, 06 October, 2021 1 of 4 i1 SUPERION Permit Inspections City of Tukwila 7/5/2019 PM 7/5/2019 FRAMING Bill Centen NOT APPROVED eTRAKiT Inspection Request Notes: 7/2/2019 6:40 PM Richard Buckley Contact Name: Richard Buckley Site Address: 3425 S 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com 7/5/2019 - BC 1. All windows need to be flashed. 2. Plumbing is not on test. 3. Install truss clips. 4. Remove toe -nails from trusses into non -bearing partition walls 5. Need to pull a Mechanical permit for mini -split unit 6. Strap all broken top plates. 7. Finish foam and caulk. 8. Downstairsbedroom windows need to be lowered within 44" off of floor to sill 9. Main floor framing is not ready. 10. Basement framing, Plumbing, Mechanical and new footings are not ready at this time. 7/5/2019 PM 7/5/2019 GLAZING Bill Centen I NOT APPROVED eTRAKiT Inspection Request Notes: 7/2/2019 6:40 PM Richard Buckley Contact Name: Richard Buckley Site Address: 3425 S 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com 7/5/2019 - BC 1. Need to install window flashings PARTIAL 7/15/2019 PM 7/15/2019 FRAMING Bill Centen APPROVAL eTRAKiT Inspection Request Notes: 7/13/2019 6:03 PM Richard Buckley Contact Name: Richard Buckley Site Address: 3425 S 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com 7/15/2019 - BC *1st PHASE ONLY(Main Floor) - 1. Seal all floor and top plate penetrations, "Check All". 2. Flash all windows. 3. Install all cardboard baffle's. 4. Kitchen area is not ready. **Ok to insulate Main Floor only** **Lower floor is not ready at this time** Will complete after 1st phase is finished. 7/15/2019 - BC *1st PHASE ONLY(Main Floor) - 1. Seal all floor and top plate penetrations, "Check All". 2. Flash all windows. Printed: Wednesday, 06 October, 2021 2 of 4 SUPERION Permit Inspections City of Tukwila 3. Install all cardboard baffle's. 4. Kitchen area is not ready. "*Ok to insulate Main Floor only" "Lower floor is not ready at this time** Will complete after 1st phase is finished. PARTIAL 7/30/2019 AM 7/30/2019 WALL INSULATION Bill Centen APPROVAL eTRAKIT Inspection Request Notes: 7/27/2019 8:16 PM Richard Buckley Contact Name: Richard Buckley Site Address: 3425 5 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com 7/30/2019 - BC Partial Approval- 'lst Phase (Main Floor) Wall insulation is approved except for Kitchen Plumbing wall - Ok t 1. Will inspect Lower floor at 2 nd phase. 2/5/2020 Any 2/5/2020 BUILDING FINAL** Darrin Graham NOT APPROVED #4 Notes: 2/3/2020 12:08 PM Richard Buckley Would like to review work done upstairs for items that need to be completed. Review plans for downstairs. AM is preferable. Contact Name: Richard Buckley Site Address: 3425 5 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com 2/3/2020 7:14 PM Richard Buckley Review what needs to be complete so I can move upstairs. AM preferable if possible. Contact Name: Richard Buckley Site Address: 3425 5 128TH ST 1 Phone: 2064123360 e-Mail: Richardebuckley@gmail.com Not approved. Complete handrails & guard rails, interior & exterior. Install plumbing fixtures , complete 5/7/2020 AM 5/7/2020 FOOTING Lee Sipe APPROVED 432328 Notes: P/A Approved - spread footing on basement level. 5/15/2020 AM 5/15/2020 SI-EPDXY_EXP CONC Lee Sipe APPROVED 43431 Notes: PARTIAL 6/15/2020 AM 6/15/2020 FRAMING Darrin Graham APPROVAL 285265 Notes: LOWER FLOOR FRAMING PARTIAL APPROVAL/ FIRE STOP AT TOP OF FURRED WALLS CHECK AT INSULATION Printed: Wednesday, 06 October, 2021 3 of 4 5 'E 7/2/2020 AM 7/2/2020 WALL INSULATION Bill Centen APPROVED 222799 Notes: 7/2/2020 AM 7/2/2020 FRAMING Lee Sipe APPROVED 264590 Notes: 11/10/2020 AM 11/10/2020 GLAZING Darrin Graham APPROVED 2064123360 Notes: 2/17/2021 AM 2/18/2021 BUILDING FINAL** Bill Centen NOT APPROVED 206 412 3360 Notes: Need to finish installing handrails at stairways 2. Install air gaps correctly at both dishwashers 3. Install Mantel per manufacturer's spects above wood stove 4. Downstairs window next to egress door is required to be safety glazed 5. Seal all exterior penetrations 6/25/2021 AM 6/25/2021 BUILDING FINAL** Lee Sipe APPROVED 2064123360 Notes: Printed: Wednesday, 06 October, 2021 4 of 4 r1 SUPERION 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 5, 2020 Richard Buckley 3425 S 128 St Tukwila WA 98168 RE: Request for Permit Extension Building Permit D19-0064 Buckley Residence — 3425 S 128 St Dear Richard Buckley, This letter is in response to your written request for an extension of permit number D19-0064 received in our office on January 21, 2020. It has been determined that the City of Tukwila Building Department does not need to extend the permit at this time as an inspection was requested on February 3, 2020 and performed on February 5, 2020. Based on the inspector's report, this inspection automatically extends the permit 180 days. The new expiration date is August 3, 2020. If you have any concerns or questions, feel free to contact me in the permit center at 206 431-3670. Sincerely, el)W Bill Rambo Permit Technician File: Permit No, D19-0064 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 1/17/2020 FROM: Richard Buckley TO: City of Tukwila Permitting Department ��~��U�� U��0�U�0�� &��1 3�� v�vn �� w�" `f DEVELOPMENT RE: Permit Number D19'OOG4, Buckley Residence, 343SS12DthStreet Extension Request ToWhom It May Concern | would like torequest anextension onthe permit listed above. |annalmost finished with the work upstairs. I will be calling in an inspection on that work once I am done, I should be ready to begin on the downstairs inthe next month. Once |anndone with the upstairs, | will begin onthe downstairs work. Thank you for your consideration. Richard Buckley 34I55138 thStreet Tukwila VVA9Q1GQ 2064123360 � Request for Permit Extension # V Current Expiration Date: 2McnciooRcqueu: Approved for days / SiAnoture,,'|oitia\s ~ 0 City of Tukwila Department of Community Development 12/3/2019 RICHARD BUCKLEY 3425 S 128 ST TUKWILA, WA 98168 RE: Permit No. D19-0064 BUCKLEY RESIDENCE 3425 S 128 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 1/26/2020. 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 1/26/2020, 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: D19-0064 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development March 05, 2019 RICHARD BUCKLEY 3425 S 120 ST TUKWILA, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number DI9-0064 BUCKLEY RESIDENCE - 3425 S 128 ST Dear RICHARD BUCKLEY, 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The revised plans have the engineer's stamp and signature; however, engineer shall include the date of the signature on or near the stamp. Provided a dated stamp and signature by the engineer. See general notes above. 2. Plan details # I&2 show a "P" with a circle and an arrow above or below. Please clarify on the plan what that signifies. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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 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. Jazzel Salazar Permit Technician File No, D19-0064 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 21, 2019 RICHARD BUCKLEY 3425 S 120 ST TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0064 BUCKLEY RESIDENCE - 3425 S 120 ST Dear RICHARD BUCKLEY, 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 SUBMIT"I ALS: (Min. size 11 x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "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). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide full size drawings drawn to actual scale legible for review. Reduced size sheets shall not be accepted. Engineered drawings shall include the date of the engineer's signature, see general note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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. Sincerely, Bill Rambo Permit Technician File No. D19-0064 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OPERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0064 DATE: 3/6/19 PROJECT NAME: BUCKLEY RESIDENCE SITE ADDRESS: 3425 S 128 ST 1 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: KNM Building Division Public Works Fire Prevention Structural n Planning Division Permit Coordinator n n PRELIMINARY REVIEW: Not Applicable 7 (no approval/review required) DATE: 3/7/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 4/04/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping 0 PW 0 Staff Initials: 12/18/2013 9ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0064 PROJECT NAME: BUCKLEY RESIDENCE SITE ADDRESS: 3425 S 128 ST Original Plan Submittal X Response to Correction Letter # 1 DATE: 02/26/19. Revision # Revision # before Permit issued after Permit Issued DEPARTMENTS: Pr CoVv, Building Division Public Works ri Fire Prevention Structural n Planning Division Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 02/28/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) Notation: DUE DATE: 03/28/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping PW Staff Initials: 31* 12/18/2013 c PERMIT COORD COP'N PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0064 DATE: 2/15/19 PROJECT NAME: BUCKLEY RESIDENCE SITE ADDRESS: 3425 S 128 ST X Original Plan Submittal Response to Correction Letter Revision # before Pennit Jssued Revision # after Permit Issued DEPARTMENTS: Cora P--)011 Building Division X:4113/4-11 Public Works Fire Prevention Structural c)--14 Planning Division 1111 Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 2/21/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 3/21/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: )--)A-M 9 Bidgk Fire Ei Ping PW LJ Staff Initials: 12/18/2013 Date: 3 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http_;/A,vww.Tukwil a WA.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: b I el oe:›&ci LI Response to Incomplete Letter # Response to Correction Letter # 2_ 111 Revision # after Permit is Issued [j Revision requested by a City Building Inspector or Plans Examiner E Deferred Submittal # Project Name: 6 vasr.),); - -5 5 ( 6-4-k CD -I -- Project Address: 3 t--( 9-6" ,1-1" CAvo-e..t r Contact Person: Phone Number: 9-100--(4 d Summary of Revision: CD 64, vv, Jo. teze) "P' '1 vn RECEIVELi CITY OF TUKINf, MAR 0-6 ZLEN PERMIT CENTF.'' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: L1 OLP07° Entered in TRAKiT on WAPermit Center \Templates \Forms1Revision Submittal Form. doc Revised: August 2015 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: Plan Check/Permit Number: D 19--CxoCp `'T ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 30c.162(,It, "" 341;--f sty Project Address: 3 y 2-4— 5 I %c6+1' 5+ —T l lat. '^4A • % t i 41 Contact Person: 2tiel+.Nr•-el, FjJr.1442 Phone Number: 2-OG 412. 634.0 Summary of Revision: ? eaii p b rvA4A0 L -1 v • 934 x Cif- -e-gs"c- c4 �(' � Vil e�rJ• G.n •i�%V`�.�/ c e 044/4 CArN. p tie �Incsi Agit a 1) J; : bl¢,. J1) k :kte.. bl. Jc. k v'CI RaPt..);vv. RECEIVED CITY OF TUKWILA FEB 2 6 2019 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: Entered in TRAKiT on ")4 Cii WN'crmit Ccmcr\Templates \Form,'Revision Submilul Form.doc Revised: August 2015 CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukolanaci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: D(q006- STATE OF WASHINGTON) COUNTY OF KING P---1 L 6vc_LI ss. [please print name] , states as follows: (-P1 9-co 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 1.8.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 3.8.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.09o, I consider the work authorized under this permit to be exempt under number 13, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform c9istEuctn work. Owner/Owner's Agent* Signed and sworn to before me this c_ ay of rLit,cc fm/ , 20 NOTARY PUBLIC in and for the State of Washington Residing at Name as commissioned: , County My commission expires: /8.27.090 Exemptions,TF ,gistrati»oprovisions of this chapter donot upl., authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, orother municipal orpolitical corporation nc subdivision ufthis state; 2.0fficers ofucourt when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own 4. Any construction, repair, incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; S.The sale n[any finished products, materials, nrarticles of merchandise that are not fabricated into and donot become upart ofustructure under the common law uffixtures; 6, Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/ manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipmentwithout fabricating them into, occonsuming them iuthe performance of, the work ofthe contractor; g. Any work ucoperation ouone undertaking nrproject by one nrmore contracts, the aggregate contract price u{ which for labor and materials and all other items iuless than five hundred dollars, such work oroperations being considered uxufucasual, minor, orinconsequential nature. The exemption prescribed iothis subsection does not apply ioany instance wherein the work orconstruction iuonly u part ofularger urmajor operation, whether undertaken by the same orudifferent contractor, uriuwhich adivision of the operation iomade into contracts o[amounts less than five hundred dollars for the purpose ofevasion n{this chapter urotherwise. The exemption prescribed iothis subsection does not apply touperson who advertises or puts out any sign orcard orother device which might indicate tnthe public that baocshe isucontractor, orthat 6vo,she iuqualified toengage inthe business o[ contractor; io. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by registered contractor; 1�k- An owner* who contracts for a project with a registered cofttractor, except that this exemption shall not deprive the owner,of the protections of this chapter against registered and un e Tered contractors. The exemption prescribed in this Sub et: d s not apply to a person who performs the activities o contractor for the purpose of leasing or selling improved'property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; Auowner* who performs maintenance, repair, and J~�radoowork ioorupon his ocher own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified moperating within the scope v,his ocher certification; 15. Any person who engages in the ctiviti herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 1.6, Contractors on highway projects who have been prequalified as required by RCW 47,28-070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17A mobile/ manufactured home dealer urmanufacturer who subcontracts the installation, oet-up.orrepair work to actively registered contractors. This exemption only applies tvthe installation, uet'up.nrrepair nfthe mobile/manufactured homes that were manufactured or sold 6ythe mobil c/munoCarLured home dealer nr nouuu6anturnc »8.Aoentity who holds uvalid electrical contractor's * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. CODE: INTERNATIONAL BUILDING CODE (IBC) 2015 LOADINGS FLOOR LIVE LOAD_ ............... ...... ............ ... _. _._.... Sit DECK LIVE LOAD.... ............ - ............ ......_.._...__. _. 60 PSF ROOF SNOW LOAD ..................................................... 25 PSF WIND CRITERIA II BUILDING CLASSIFICATION ......... ................._... ULTIMATE WIND SPEED ............ . 110 MPH WIND EXPOSURE B TOPOGRAPHIC FACTOR ,................ .. 1.0 SEISMIC CRITERIA SEISMIC RISK CATEGORY .............. II SPECTRAL RESPONSE COEFFICIENT, Sds.... 0.85 SPECTRAL RESPONSE COEFFICIENT, Sell .... 0.50 SEISMIC SITE CLASS ................................. D SEISMIC DESIGN CATEGORY.. .... ......... D STRUCTURAL SYSTEM REPLACEMENT OF LOAD BEARING WALLS WITH NEW BEAMS AT THE BASEMENT LEVEL GENERAL CONDITIONS 1, THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. 2, ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICALDETAILS. WHERE THE NOTES, DRAWINGS, ANDIOR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS. OR DETAILS ON THESE DRAWINGS. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. ]. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 8, REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH THE PROVISIONS OF PREVAILING CODE EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC) AND STANDARDS REFERENCED THEREIN. 10, PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. 11. ALTERNATE ASSEMBUESAND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW. FOUNDATION 1, STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT PRODUCED BY: N.A. FOOTING BEARING PRESSURE: 15M PSF (ASSUMED) LATERAL EARTH PRESSURE ON RETAINING WALLS NA 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT DIMENSIONAL LUMBER 1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL LUMBER. BEAR STAMP OF NAVPA. 2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE'. WALL STUD$, 2X. 3 X_..... HE STUD GRADE WALL PLATES. 2X, 3 _.... HE STANDARD GRADE U.N.O JOISTS, 2 X 8:............. Ill JOISTS, 2 X B AND UP....... DEC BEAMS, HEADERS. B%........ DF 1IT BEAMS HEADERS. 4X........ DFQ.WWPAGRAOING POSTS, a. SX- __..... DF02 U.N.O LUMBER NOT NOTED HERE.. OF era U.N O 3. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST WOOD 4, ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH OR RESTING ON FOUNDATIONS SHALL BE PRESSURE -TREATED DOUGLAS FIWHEMFIR. ALL BEARING WALL PLATES SHALL HAVE S9" 0 ANCHOR BOLTS PLACED A MAXIMUM OF 9' FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE SHEARWALL SCHEDULE (MAXIMUM 4'4" OC SPACING). PROVIDE 3- X 3-X 1W PLATE WASHERS ATALL FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER SECTION OF SILL. 5. BOLTS IN WOOD SHALL NOT BE LESS THAN ] DIAMETERS FROM THE END AND 4 DIAMETERS FROM THE EDGE OF THE MEMBER. SNAILS COMMON WIRE NAILS. NAILING IN ACCORDANCE WITH IBC TABLE 23049.1. ]. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED PER ASTM A153 OR STAINLESS STEEL ALL METAL CONNECTORS IN CONTACT WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A053 CLASS 0486 (1.85 OZ OF ANC PER SO FT MINIMUM) OR TYPE 3041316 STAINLESS STEEL SIMPSON Z-MAX CONNECTORS MEET THISREQUIREMENT- FASTENERS AND CONNECTORS USED TOGETHERSHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS) 8, ALL LUMBER WITH A LEAST DIMENSION OF 2- (NOMINAL) SHALL BE STAMPED "SURFACE - DRY" AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NO MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4' (NOMINAL) OR GREATER SHALL BE STAMPED "SURFACE -GREEN" AND AIR-DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. 9. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. REQUIRED? (YIN) MATERIAL I ACTIVITY EXTENT REWIREDT(YIN) MATERIAL/ACTNIT- V N 1704.2.5 InspecBCn of FabHcatore Parodic 1705.4 Mnenry Construction Verify IabncatioNqualHy, control procedures (A) Level A, B and C Quality Assurance: Y N 1. Verify compliance with approved Submittals V N 1706.1d Special Cede; wwk unusual in nature, including but not limited to agent materials IB) Uses! 6 Quality Assurance: and systems, unusual design applications, materals and systems with special manufacturers Y N 1. Verification offm and fAAC prior a construction requirements) (C) level C Quality Assurance: Y N 1. Verification of fm an fAAC prier fo construction and for every 5,000 SF all construction Y N 2. Verification of Proportions of materias in premixed or preblentln mortar, prestressing grout, ark 1705.2 Steel Construction gout other than sag -consolidating grout, as delivered to me project site Y N 1. Fabricator and erector documents (Verity reports an certificates as listed In AISC 360, chapter N, Each subs lbl Y N 3. Verity placement of madinry units paragraph 3.2 for compliance with construction documents) ID) Levels B and C Quality Assurance'. Y N 2. Malenal verification of structural sleet Periodic Y N 1. Verification of Slump Flom and Visual Stability Model (VSI)of self -consolidating groat as deliveretlfo Y N 3. Embedme (Verity diameter, grade, type, length, embedment. See 1705.3 for anchors) Continuous the project Y N 4. Verity member locations, broods whereas, and application of joint del at each conne lion Parodic Y N 2. Verity compliance wish approved submittals comply with construction documents Y N 3. Verify proportions of site -mixed! mortar, grout and prestressing grout ter bonded tendons 5. Structural steel welding: Y N 4. Verity gratle, type, and we of reinforcement and anchor call antl prestressing tendons and V N a. Inspection tasks Priorto Welding (Observe, or perform for each welded joint or member, the QA Obaerve or Peform as noted (4) anchorages tasks listed in ABC 360, Table Nil Y N 5. Verity construction of mol joints Y N It. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the CA Observe (4) Y N 8. Verity placement of reinforcement, connecters, and prestressing lenders and anchorages tasks IMF in AISC 360, Table HIS -1) V N m Inspection reeks After Welding(Obsdrve, or perform for each welded joint or member, the CA Observe or Perform as noted (4) Y N ]. Verity grout space prior to grouting tasks listed in All 380, Table N54-3) d. Nondestructive testing (NDT) of welded joints: see Commentary Y N 8. Verity Placement of grout and prestressing gout for boned tendons V N 1) Complete penetration groove welds 5116' or greater in risk category 111 or IV Plural Y N 9. Verity size and location 0 structural masonry elements Y N 2) Complete penetration groove welds 5118" or greater in risk category II Parodic Y N 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural Y N 3) Thermally cut surfaces of access holes when material t> 2" Penotlk members, frames, or other construction. Y N 4 Welded tints subject to fatigue when r ueetl AISC 38 Appendix 0. 3. Table A3.1 I I 9 eq MN Periodic Y 11. Verifyweldi d reinforcement see 1]0522 rg ( ) Y N 5 Fabncebfe NOT reports; when loon r r csto performs NOT repe P Each submittal 5 () Y N 12. Vpreparation. consWction antl sstion of mason during cant weather rem nature I Veritye below Frot ry 9 ( P 8. Structural steel bolting, alOol or hot weather fiernifierature above Nap) Y N a. Inspection tasks Pronto Bddrin perform tasks for each bolted connection, in Observe or Perform as noted (4) Y N 13. Verify Prestressing term mdaemonly accordance with SA teaks ABC(Observe, T in ABC 38th Table N5.8-1) Y N placement of u it Verity placement of AAC masonry unite an construction d iWn4etl nartarjoints (first 5000 SF of V N oletl b Inspection tasks DUMB Bolling (Observe Me OA tasks listed In AISC 360, Table NS 62) Observe (d) AA AAC masonry) and mljanb i)Pre4ef-out Y N 150 placementofAAC rresorrry was and ronatadion o)thin4xl malarjdnts (stter the Tusf 5000 Y N with ns with maeoing markings a) Tirect Periodic AACtrivia $F V AAC masonry) Y N tension b)Twiltypindicator Periotlic Y N 16. Verity properties of Ihio-bn mortar forAAC meant (firstWOK)masonry) V N c)Twist-oRrypetensionmMol bolt I Y N fist 0of 0MC 1]. Verity properties of Ihio-betl mortar brAACy masonry (a8er thefirs15000 SF of AAC masonry) Y N reaching rrnrkinge d)Turnusted Continuous Continuom Y N e) Calibrated wrench reel Continuous Y N iB.Prepare grout and mortar apedrmm 2) Snpg-ggnttainb Periodic V N c. Inspection tasks Ater bl(Perform leeks for each bolted connection in accordance with OA Perform (4) V N 19 Observe preparation of prisms tasks listed in ABCele Table NiV N ].InspectionofSteel elements icAISC e. Lion prodmwnvMe placement in Observe or Perform as noted (4) 1TInsp wood Construdbn accordance with CA tasks listed in AISC 360. Table Ni Tal Y N the fabrication process d wnotl structural elements an assmblies in accordance ion min17 with Beckon 1]04.25 Steel Construction Other Than Steal Y N 2. For diaphragms, verity grade and micknsss of structural panel sM1eabing agree with IID Wd l demural 1. Material of cold -forma Heal tlank: ed building approved building plena Y N a. Identical markings Parodic Y N $. For gmembsrsat adjoining panel or diaphragms, verity nominslsizeds. Y N Manufmtlan b. Manufacturers cetified edit reports Each submittal staple diameter and in Mi eteran Magee, number of fedener linen, and that spacing between Yfasteners in each tins ne 2. Connection of Wbbrmn steal deck ro supporting sWdure: dad and edge edge margins agree with apPovstl building plans Y N Welding a.OtherS Periodic Y N et wood toseedance spanning e0 feel or Small verify temporary and permanent Y N b. Other in ABC ordance AMconformance neMetal-plalemnmin:t resirainVbracingare installed in accordance wish the approved truss submigal package V N Wallentiment in proved sub itt i) Verify fasteners areinionkmgncfrmance Periodic Y N A approved Verify fastener installation is in mMormance vnm approved submMel and manufacturers Periodic 1. Settle recommendations re Y N Vert, 1. Verify materials below shallowfoundationsuhMtoaacied rapacity. 3. Y N epthan oulrhe 2. Verityexcavationsarendbeetltoproper depth and have reached propermaMnal. to proper ensues. V N a. eriMoroingfwel stvreldabatinofSteel dher than ASTM A]OB Parodic Y N 3. tasting mabesse Y N b. Reinforcing steel resisting sexual an anal Tomes in intermediate Rainfall lei and special moment frames, Continuous V N Veformclassificationand densities, andtlfill 4. Verity use of proper materials, densities, and Ins thicknesses tlunrg ptacement and compaction of boundary.Sheelements shear concrete structual walls and shear reinforcement controlled fill Y N C. Shear anspecial t Continuous V N S. Prior s placement o(conirolled fill, observe subgatle and very cost site Has been prepared property Y N miintming s teel Obe-forme Periodic 4. 4. Cold -formed Steel trusserandanent ng 80 feet or greater 1. eri Devon Deep Y N creel a. Verify temporary antl permanent resirainUbraring are installed in accodance with me approved per Parodic Y N 1. Verity element materials sizes antl Mrgms comply with requlremdhS tentas ZeS buss submittal Package Y N 2. Determine capacities test an conduct additional testa, ss reach Y N ti ndmenb and to records el reaecrd! ment 3. Observecemenopeatiionsnd 1]053 Consiruden V N 4.Veritypbeeof PIU 4MS5,cnfircomplet and umbress,confirm pl type and size of hammer, record number of ype andneof hamm numb V N coon ode 1. Inspection of reinbessi steal installation (see 1705.2.2 forweltling) Periotlic. penetration, foot of penetration, determine pounationcleachieve design capacity, record tip Y N 2. Inspection of prestressing a steelinstallation Periotlic abaws m enquired an butt elevations and document any dlrmega b lion Y N h 3. Inspection M andars cent in concrete where allowable loads have been increased per section co Continuous V N elements, 5. For steel elements, perform atltlitioral Inspections one per Section 1]05.2 ns Par ion 170[ 19055 or whore strengm design Is used Y N one 8. For concrete elements and concrete-filletl ekmenN, perform additional inspeciona per Section O N 4. danchoreand nhardenetlwnaturt Per sMstpeordi requiretl by the reseamh report issued by an 1705.3 reports of anchor ensiund ofanchortype, anchor dimensions, hole tlima, anchonotecleaning cleaning moorsincludingor approved soume approved Sao" Y N ,pedmm additional inspections as determined by the registered design ].tonal anchor speclng, edge tliibnms, concrete minimum iM1ickness, anchor embedment spacing, iryelements prolesslonal in responsible clangs andprocedures,n and tightening torque g 9 q Y N B. Perform additional inspections and tests in accadanm with the construction documents V N S. Verify of proved mix dic V N concrete smplage per concrete sampling, perform slump and air content tests and determine temperature of Continuous Continuous IObservast-In-0MceOanps mtlpns c6. oncrete corrrieb V N and 1.Obcerveaceme operations and maintain complete and recoks for each element Y N ]. Inspection of and ehoforeMplacernsntfor proper liechniq ceniques Continuous V N 2. Verify placement bmtioraand meataccurate fiff conOmr elble)adiadequat Y N for 9. Inspection for maintenance of ncuring temperature am techniques ture a Periotlic lengths nto badess, emll nd-iarmters bstlrock (if applicable) and atlequateend-bearing abate rapacity. e bete 9. Inspection of ncrete stmssn concrete-. Record con or grout volumtinto Record concrete or grout volumes Y N f a. AppGtoutiagof ofnded Continuous Y N 3. For ormadeelements ,perform additional inspectionsinacookanmwith dion1]05.3 Y N E. OOWng M prestressing Prestressingbaters in the seismiororce-resisting system Continuous V N on 4. Perform additional inspections and tests in accordance with the construction tlommenis 10I Erection d precast concrete members Miami Y N a. In6pect in accordance w el In accordance wins construction documents 1T05.B Helical Pile un Y N welding and doing in aenta b. PVHonn Lion oiwelding antlgth,pio accordancevof dons 1705 2in In ce vnm Section l]0.5.2 Y N a went, 1. Veritya asrequireauiprmnt, pile dimensions, tip elevations,final del%R goal insbllatian forquean Y N of al tnth in poet tensioned concrete Paste 11. Vriorto of am Priodic Periodic otherdataasrequired. sconcretestrength,parto s enofed Stoftendons a2. prior to removal of stares and forms from beams an structural sobs Y N 2. Perform additional inspections and bent in accokance with the wnstruc;:on documents Y N of lines location an 12. InspeConcrete Periodic Y N Strength and verification 13. Concrete SbengiM1 testing and verification of compliance with construction ticournsnts nce with co Periodic Structural Mod Special Inslctions For sibnes Y N IInspect 1. Impaction of Me min offnfoo long system operator of sand Y N rf se ring g, loth other entl nailing, 2. Inspectiondnailsystemlfng, anchoring and other fastening of componmi within me mein 1. winforce-resisting system The shall or engaged by the Owner m the Owners Agent, and not 1. The inspection an testing actor by the Contacted or M wfiose work is to bs Inspected orAny cons ofth interest 1705.102 Cold4dmledingo Special Inspections For Wind Resistance Memntradpr Building commencing work.The qualifications tithe Y N reebingoperations ofelements of the mainrintortingof ecfon agenlpriorto Spelbsdiscloeenameor forting agencies may De subleetto meapprmalMthe Bulking Official he approval al of the Bul Y N 2Inspection Tars a ComgSystem rut. bolfrig, ancnnng and otherfastenirgdcomponenb within the 2lin Pofesor and/or theDal and/or the Design Poisssionel. muonce-rserin main wintlforce-resisting system system 2. The list of Special Inspecfore may be submitted as a separate document, if noted co above. 1705.10.3 WIn-reclsting Components Y N 1. Roof caning 3. Special l requiretl by Section l]04.2.5 are rid required wM1are the fabricator is nsepctenc as Y N 2. Well cladding approved in accordance with IBC Section 1704.2.5.2 Y N 1705,11.1 Structural Steel Special lnspectlons or SeismicRx6bme 4. Observe m a random basis, operations need not be delayed perking them inspections. Inspection of structural antl in accordance with NBC 341 Perform them Risks for each welded joint boated connection, or steel element. 1705.11.2 Structural Won Specillnspectens for Sell Residual 5. NOT of welds completed in an approved fabricators shop may W performed by Mal fabrimtar Y N 1. Inspection of field gluing operations of elements of the seismic -force Sh sting system when approvn by the AHJ. Reterto AISC 380 N]. Y N 2. Inspection of nailing bolting, anchoring an other fastening of components within the saismic-force. CONCRETE AND REINFORCING 1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS EXCEPT AS MODIFIED BELOW: ACI301 -"STANDARD SPECIFICATIONS FORSTRUCTURAL CONCRETE" ACI318 -"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' ACI305R-'HOT WEATHER CONCRETING" ACID R-'COLD WEATHER CONCRETING" ACI304 -"GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE" 2. CONCRETE MIX SPECIFICATIONS LOCATION COMP SRENGTH WIC RATIO AIR CONTENT REMARK FOOTING 250D PSI (MIN. OF 5S SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) SLAB ON GRADE 25W PSI (MIN. OF 5 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) FOUNDATION WALL 260D PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE) TOPPING N0. a. TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE. AIR CONTENT TOLERANCE SHALL BE L1% AND SHALL BE MEASURED AT THE POINT OF PLACEMENT. (AFTERPUMPING IF APPLICABLE). ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE AN APPROVED ADMIXTURE TO ENTRAIN AIR -5% TOTAL AIR REQUIRED. CONCRETE THAT CAN BE SUBJECTED TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR ENTRAINED. 3. PROVIDE GRADE 50 KSI (A615) FOR CONCRETE STEEL REINFORCING meeting System 1705.11.3 Cold4omed Stag LIgM-Frame Conaltuetbn Speclsl lnagagem lw 8e15mic ReslaWwe 1. Inspection during walking operations of elements of Me selsmforce-res fi ng system Y N 2. Inspections for screw attachment, bolting, anchoring and other Whening of components within the V N seismic-fonce-resisting system 1705.11A Oselgnated Sebnc Statements Verification Inspect and verify mat mat the component label, anchorage or mounting OPIOm to the certificate of compliance in accordance with Section 1705.12.3 STRUCTURAL AND MISCELLANEOUS STEEL STEEL MEMBERS, HARDWARE, FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ARCHITECT REQUIREMENTS. ALL CUT, REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH (2) COAT OF 95%ZINC RICH PAINT PER ASTM AM COLOR TO MATCH EXISTING. STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS' TUBE COLUMNS ASTM AND, GRADE B(Fy=46 KSU WIDE FLANGE COLUMNS/BEAMS: ASTM 572 GR50 STEEL PIPE: SCHEDULE 40. CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI ) ALL OTHER STEEL ASTIM A36 (Fy = 38 KSI) OR ASTIMONN)A982 BOLTS: ASTM A32SAASODISH BOLTS: LOCK KWA WASHERS (STEEUSTEEL AND STEEUCONC CONN) ASTM A307(WO ANCHOR BOLTS: ASTM A325(WOOD FRAMING) (WOOD ANCHOR BOLTS: ASTM A325 (STEEL FRAMING) ALL SUP CRITICAL CONNECTIONS SHALL BE ASTM M25 BOLTS AND SHALL BE ENGINEER -APPROVED, SELF -LOAD INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 14m4Pti Perion i` 15306 61ST PLACE NE Periotlic KENMORE, WA 98028 Parodic (425) 318-0031 Continuous info@b2engineers.com Periodic Continuous Parodic Periodic Periodic Periodic Level B - Periodic Level C- Continuous Level B - Periodic Level C- Continuous Continuous Parodic Level B- Periodic , aEPARATE PERMIT Level C- Continuous RE UIRED FOR', Congruous M PeriodicBCheNcd I EhldtrinM SPl BqS Continuous I Plumbing P w4 aF _ ro Continu u os 1 Gets P"lg 0 Level B-nnlc City a Level C- Continuous GDIVI BUILDING DIVISION Continuous - Ld Leveel B Penotlk Level C-Continuous c C� Level B - Penotlk ZONAL Level C- Continuous Level B - nnic Leval C- Continuous Periodic Periodic P"�----......._.._ .�-.... - �..N Periodic '. i Periotlic Parodic- --d..._.... __..:_-_ MCHARD Parini` Per BUCKLEY Continuous panic REMODEL Continuous Continuous Continuous Continuous Ban Section 1705.2 3425 S 128TH ST, Sea c TUKWILA, WA 98168 codinn eAt1M5 In accordance wins construction documents In accordance with construction documents Consul Continuous San Section 1705.3 In accordance wild construction documents Continuous In accordance with construction documents Continuous Periodic i Periodic Permic Periodic Parodic In accordance wins AISC 341 Continuous Periodic Periodic Periodic Parotlk CORRFCION LTRM 2- DRAWING LIST SHEET NUMBER SHEET NAME ISSUE DATE S-0 '�I GENERAL NOTES AND 03-05-19 SPECIFICATIONS S-1 !, FRAMING PLANS & DETAILS 03- 55-19 STRUCTURAL STEEL WELDING Grand total: 2 1. CONFORM TO THE AWS CODES DI.I AND DI .3, AND USE ONLY CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE TO BE 1W CONTINUOUS FILLET MINIMUM. INCREASE WELD SIZE TOAWS MINIMUM SIZES, BASED ON PLATESE THICKNESS. UDRYEM ELECTRODES. -�/ ✓ RECEfVED CITY OF TUKWILA 2. ALLWELDING FILLET CONFORM USE THE AWS ELECTRODES. SHALL BE BY CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. MAR 0 G . " ^ / A \ f 11 PERMIT CENTER DRAWING INFO ISSUE DATE 03-05-19 ISSUEDFOR PERMIT PROJECT NO.19007 ENGINEER BB REVISION SCHEDULE GENERAL NOTES AND SPECIFICATIONS S-0 2 20011 EXISTING OPENINGS TO BE INFILLED WITH ZX4 STUDS AT 16' vl l 4X5 I I I I II I I EXISTING LOAD II II I I BEARING WALLS TO BE REPLACED WITH NEW BEAMS I 3 s-I F------_____ u^xze^x1o° — 1' M�p FOOTING(FIA) 3B'XWX10^ FOOTING(FI 2) I1IT\ .j IJ NEW 4X8 HEADER (Hl-1) I - _-BELOW -------------- ______ II_______________ I EXISTING NON-LOAo EXISTING FLOOR BEARING WALLS TO JOISTS TO REMAIN II BE REMOVED _ _I JI _____ _ II (- BEARING WALLS ING ALLSTD I I BEARTO BE � -REMOVED._______________ ______ ---------------------------- _____________________ ____ V _____________________ _MIN. 2X10 _ LCONTF --------------------- TO FIELDV _____________________ _ EXISTING F BEARING V TO BE REW I ------------- ------ 1 BASEMENT (-2)MAIN FLOOR V4" = 1' 0" U 114" = 1'-0" PROVIDE LUS HANGER EXISTING STUD - WALLTO REMAIN NEW STEEL -�, BEAM PER PLAN NEW GLULAM J BEAM PER PLAN EXISTING FLOOR JOISTS TO BE CUT TO INSERT NEW BEAM N� 1 PROVIDE LUS HANGER WELDED 51B^ THREADED ROD AT IW WITH FULL DEPTH SOLID BLOCKING I I (FULL LENGTH OF BEAM) HHB TOP FLANGE HANGER I I HL53HEAVYANGLE (PREWELDED TO STEEL BEAM) I (BOTH SIDES) NEW POST PER PLAN - 6 1 ABU POST BASE S 1 518"X4- STRONG BOLT 2 EXISTING SLAB ON GRADE TO BE CUT FOR NEW FOOTING 2^ CLR I SILICONE JOINT SEALER EXISTING FLOOR JOISTS TO BE CUT TO INSERT NEW BEAM r EXISTING FLOOR / SHEATHINGTO REMAIN VAPOR BARRIER AT 12'E.W ��r 2-680UARE (T (fYP.) � PROVIDE DENSED SOIL OR COMPACTED CRUSHED ROCK UNDER ALL FOOTINGS I I I I I I I I- NEW 3.5X8 GLULAM I I I I I I I I I NEW BEAD I I I I I I I m1LAJili:�91]4i 0 OW EXISTING 1 BEARING I 1 BE REMC 1 I I I I I I I I I I I I 1 I I I I I I I I I I I Fes- I_ L II II II II I-L=I==: I rI I I I I I III I I I I I I I I V I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I GRAIN) EXISTING STUD EXISTING FLOOR WALL TO REMAIN SHEATHINGTO REMAIN (5)18E EAEND PROVIDE LUS I EXISTING FLOOR JOISTS TO BE CUT TO HANGER I INSERT NEW BEAM 2 TRIMMER AND I KING I STUD OR POST PER PLAN NEW BEAM I PROVIDE A34 PER PLAN I ( ANGLE SEE HEADER LEVEL OPENING HEADER I I SCHEDULE NEW POST PER PLAN �� I LOWER 6 FT MAX 4X8 DF Q I I ABU POST BASE 8 5I8'M' STRONG BOLT 2 MAIN 8 FT MAX. 4X8 DF R2 EXISTING SLAB ON GRADE TO I 1 (2) 2X0 SILL BE CUT FOR NEW FOOTING SILICONE JOINT 2'CLR SEALER w NOTE_ 10 MIL VAPOR ¢ AT STUDrPLATE BARRIER O a CONNECTION, PROVIDE 2'-O'SQUARE I f (4)85 TOENAIL OR W AT IT E.W. l m (2) 16B END NAIL (TYP.) ( PROVIDE DENSED SOIL OR COMPACTED CRUSHED ROCK UNDER ALL FOOTINGS n Detail 2 /1 TIP. WALL OPENING FRAMING #2 3W = 1'-0" 314" = 1'-0" 1, ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN. OF MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL (NO SOFT OR ORGANIC MATERIALS). GEOTECHNICAL ENGINEER MAY BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS AND PROVIDE RECOMMENDATIONS 2. FOR FRAMING LUMBER TYPES AND GRADES. PLEASE SEE S-0 3. FOR CONCRETE MIX REQUIREMENTS, PLEASE SEE S-0 4. FOR SHEARWALL SCHEDULE, PLEASE SEE S-XX 5. FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE, SEE S-XX 6. PROVIDE (2) 2X6 OR (3) 2X4 STUD POSTS AT EACH END OF BEAMS, UNLESS NOTED OTHERWISE WI PLAN T. SLAB ON GRADE SHALL BE 4^ CONCRETE SLAB WITH 013 AT W EACH WAY (EPTHI ONWCOMPACTED CRUSHED ROCK. PROVIDE 1" SAWCUT JOINT AT 16 FT MAX. 8. FLOOR SHEATHING SHALL BE XW' PLYWOOD WITH IW ATB^ NAILING AT EDGES AND AT ITAT FIELD 8. ROOF SHEATHING SHALL BE 10 PLYWOOD WITH 8C AT 6' NAILING AT EDGES AND AT W AT FIELD 1. TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY FOR PURPOSE OF LOAD REACTIONS AND TRANSFERS TO THE LOWER LEVEL FRAMINGS 2. TRUSS FRAMING LAYOUT SHOULD CONFORM TO THE STRUCTURAL DRAWINGS. ANY DEVIATIONS OR ALTERNATIVE FRAMING SHALL BE APPROVED BY ENGINEER OF RECORD PRIOR TO TRUSS DESIGN WORK. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED FOR REVIEW TO THE ENGINEER OF RECORD 3. TRUSS DEFLECTION CRITERIAS: FLOORIDECK TOTAL LOAD = U480 ROOF TOTAL LOAD = L240 FLOORIDECKWELOAD =US00 ROOF SNOW LOAD =U3W '^ MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 10' 4. FLOOR FRAMING LAYOUT AND CONNECTORS (SUCH AS LUMBER PACKAGE BY SUPPLIERS) SHALL BE SUBMITTED FOR REVIEW TO ENGINEER OF RECORD. THEY SHOULD CONFORM TO THE STRUCTURAL DRAWINGS FRAMING SYMBOLS; �IS 4 WISIMPSON WSW STRONG P CONTINOUS ppp WAM(24"DE) POST hSWE PLYWOOD CPi POST STOPS }}}} SHEARWALL BELOW THIS FLOOR R POST STARTS AT A SHEARWALL HOLDOWN lJ THIS FLOOR LEGEND AND NOTES 1/W' = 1'-0" RECEIVED CITY OF TUK WILA 14AR 66 2M PERMIT CENTER RICHARD BUCKLEY REMODEL 3425 S 128TH ST, TUKWILA, WA 98168