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Permit D18-0184 - LOCK RESIDENCE - FRAMING, SIDING, ROOFING, WINDOW, DOOR AND DORMER
LOCK RESIDENCE 10333 51ST AVE S D18-0184 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 5476800183 10333 51ST AVE S LOCK RESIDENCE DEVELOPMENT PERMIT Permit Number: D18-0184 Issue Date: 11/2/2018 Permit Expires On: 5/1/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: MANIVANH ONE 10333 51ST AV S , SEATTLE, WA, 98178 DON LOCK 2310 16TH AVE S , SEATTLE, WA, 98144 OWNER AFFIDAVIT - DON LOCK DON LOCK Address: 2310 16TH AVE S , SEATTLE, WA, 98144 Phone: (206) 979-9318 Phone: Expiration Date: DESCRIPTION OF WORK: FRAMING, SIDING, ROOFING, WINDOW, DOOR AND ADD DORMER Project Valuation: $15,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $670.83 Occupancy per IBC: R-3 Water District: TUKWILA Sewer District: NONE 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: 0 Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: p.0 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 ons attached to this permit. Signature: Print Name: E24/1 �C1lC— Date: 11 (2—/201,g 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: All wood to remain in placed concrete shall be treated wood. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: 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. 10: 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. 11: 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). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 13: 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. 14: 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. 15: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0201 FOOTING 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKWIC Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permii'No. - 6 I ell Project No. Date Application Accepted: Date Application Expires: 1,0-194 (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 King Co Assessor's Tax No.: Site Address: 10333 (s� NVQ, S : �tl��uJ�`� tSuite Number: Floor: Tenant Name: PROPERTY OWNER Name: nn j _ Name: .- ' SJt t <NA j i QMH 243(.14 Address: Z-(01,6'4' /Skit City: ''CAke- State: tR/a City: eks, 4 (e State: , Zip: ei CONTACT PERSON — person receiving all project communication Name: nn j _ ,& Address: 2-1® ttokcn 40.2. S , Address: .Z.3'o City: ''CAke- State: tR/a Zip: -1,glvt Fax: Phone: (20‘) crit —c( 31°o _ 1 Email: Oc, Wil toc-ke 4Vved. 1. Co A'1 State: GENERAL CONTRACTOR INFORMATION Company Name: ,& Company Name: Address: .Z.3'o Address: Architect Name: (S'tate:. City: � rk -12, _ 1 City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: ❑ Yes .. No ARCHITECT OF RECORD Name: Vo VI ,& Company Name: Address: .Z.3'o -F 1. /� j e, 6 Architect Name: (S'tate:. City: � rk -12, _ 1 Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Vo VI ,& Company Name: Address: .Z.3'o -F 1. /� j e, 6 Engineer Name: (S'tate:. City: � rk -12, _ 1 Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Vo VI ,& Address: .Z.3'o -F 1. /� j e, 6 (S'tate:. City: � rk -12, _ 1 Zip: q,31q4 Page 1 of 4 BUILDING PERMIT INFORMATIO( 206-431-3670 A u Valuation of Project (contractor's bid price): $ t'J Existing Building Valuation: $ t tOG Describe the scope of work (please provide detailed information): F''(? Mtn y S.ms,A3 :y,(15 WA^kist.) tpoar /64°kp ower Will there be new rack storage? ❑ ....Yes 1..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\ Forms -Applications On Line \20I2 ApplicationsV'ermit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC lst Floor goo 2nd Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage 140 C Attached 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? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\ Forms -Applications On Line \20I2 ApplicationsV'ermit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORe TION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... Renton ❑ ...Sewer Availability Provided 0... Renton 0... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ ... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer 0...Abandon Septic Tank 0...Grease Interceptor ❑ .. Cap or Remove Utilities 0... Curb Cut ❑... Channelization 0 .. Frontage Improvements 0... Pavement Cut 0... Trench Excavation ❑ .. Traffic Control 0...Looped Fire Line 0...Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (I) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size WO # 0 .. 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 ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Fermit Application Revised - 2-7-12.docx Revised: February2012 bh Page 3 of 4 1 PERMIT APPLICATION NOTES — 0 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. BUILDIN ER O `I' ZED AGENT: Signature: Date: 6/i g fa) CB Print Name: Oa Lock Mailing Address: vJ n.Ie cut - .M S 424A cC (,.� nigq- City State Zip Day Telephone: (7417H'ii HAApplications On Line\2012 Applications\Pernit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY F. PAID $670.83 D18-0184 Address: 10333 51ST AVE S Apn: 5476800183 $670.83 DEVELOPMENT $651.23 PERMIT FEE R000.322.100.00.00 0.00 $391.96 PLAN CHECK FEE R000.345.830.00.00 0.00 $254.77 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $19.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14751 R000.322.900.04.00 0.00 $19.60 $670.83 Date Paid: Tuesday, June 19, 2018 Paid By: DON LOCK Pay Method: CHECK 1137 Printed: Tuesday, June 19, 2018 1:55 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit D13-00 /L( INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3 Project 0 > �� 1Lc�✓ Ty of Ins i�On: taI l /7�/�°1 �° ,449 _ Afd,+d�ress:Q � ,per _d[� ,� LV�3J,_ pt e. c o Date Called: Dat Special Instructions: Date Wanted: r a. - Requester: AL.. - D ...74 IiMOMff ,},vOM. Phone No:/ Approved per applicable codes. COMMENTS: c4,971 -f3 Corrections required prior to proval. T/ mites l l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DW -o 89 Project: Z -G -4 1 V -S 1 d 910( Type of Inspection: G L A zarr& Address: �j % ,p /0333 ✓/ five, c p� i Date Called: Special Instructions: Date Wanted: /-Z2 —2&t a.m. p.m. Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. MENTS: (A7.6 Date: I- 22 REINSPECTIO FEE REQUIRED. Prior to next inspection, fee must be Inspector: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: h Type of Inspection: //l) L— % 7 Address: io , 516c4 Date Called: Special Instructions: Date Wanted: I-1- t9 a m. p. - Requester: Phone No: proved per applicable codes. Corrections required prior to approval. MMENTS: tti6a is .l M7g4-9 czA4.4 Ai' APP-r-cdeN Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ot134 Project ac Type of Ins ection: ,ti. Address: to3'77 5'I'P-IS Date Called: Spe ial Instructions: Date Wanted: c� 14-!"'1 L am: p• Requester: Phone No: gfpproved per applicable codes. El Corrections required prior to approval. OMMENTS: 22 --04/4/4/l (� Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: ,i �`'�� Retain a copy with permit INSPECTION RECORD CTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 1 ock_ , ,c,-.1eco- Type of Inspection: S EkpG Is‘a4— Address: l03eg3 J7 1 AJLF 3. Date Called: Special Instructions: Date Wanted: /2-74.p.m. ri Requester: Phone No: 0 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: �✓i4�-L05tolyvy 0194r fivIWAPay ditket_Frisvez. 7c1).41101/. 444/2441/4 — Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ?" INSPECTION RECORD _____ Retain a copywith permit TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- O, ,` //o Q Type of In c i k4 //`_<,. / Address: �T /0333 / ve,S. ate ailed: (/4L4, Special I tru ions: Date me iti vi zoi r a.m. p.m. Req ster: S u ir( O. S �.0 b v�o t Phone No: Approved per applicable codes. •j Corrections required prior to approval. COMMENTS: r— Phf(L7i1 Oria&V (/4L4, /I V r vie , / � rwl S u ir( O. S �.0 b v�o t Z e6/ -.1kr,3$Nc J oAJ pf ' 1f7" FL00K4 ,_ � 6 4iiti {-L � ll d4P cI Ispector: Date/(e REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcent vd., Suite 100. alt t sche inspection. �� e mss 'e r 3 ,� giiii-th5, INSPECTION NO. INSPECTION RECORD Retain a copy with permit bs 0/94 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type 40C/(/47115/ DG'3/ lDT ICtf of Inspection: 4c, 0'rr0,Vo Address: /0333 .S/ S - Date Called: Special Instruction : %4a Favi jr-74,4n. 44 , /f b.1.1461,...-#7,4/5. j Date Wanted: a.m., Reque N PhoM_ 7 71,am ? LIApproved per applicable codes. ions required prior to approval. Inspector: Date/ REINSPECTION FEE REQUIRED. Prior to next inspection. ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit pts-otgif PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: LD cx. /les cgxr, c -c . Type of inspection: roar -m/6 Address: 5 / r ,, i3&3 AAve„Special Date Called: Instructions: Date W nted: L�— 7- �i8� a.m. Requester: Phsne fJo: 2C4 -977 ?318/ LJ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector:? REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 11/1/2018 City of Tukwila Department of Community Development DON LOCK 2310 16TH AVE S SEATTLE, WA 98144 RE: Permit Application No. D18-0184 LOCK RESIDENCE 10333 51 AVE S Dear DON LOCK, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/19/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 12/19/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sineercly, Bill Rambo Permit Technician File No: D18-0184 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Ross Engineering Design Inc F3L.M. DON DORMER ADDITION STRUCTURAL CALCULATIONS 10333 51ST AVE 5, TUKWILA, WA Job Number 18089 4-1A-2015 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION For YEN DESIGN Ross Engineering Design, Inc 425-314-2373 ryan.ross@rossengineer.com RECEIVED CITY OF TIJKWILA SEP 2 1 2018 PERMIT CENTER CORRECTION LTR# 1)41%-B1101- Page 2 of 1t3 Ross Cd('It'at t'1 Ef fr Des fs;n 11)6 project: DON DORMER ADDITION by: RR sheet 1: location: 10333 51ST AVE S, TUKWILA, WA date: a/71/201a client: YEN DESIGN job 8: 18089 Roof Loads Dead Load Sheathrijm Joist Beam Min. w/ Uplift Roofing 3.00 psf 3.50 psf 3.50 psf 2.00 psf Sheathing 1,50 1.50 ' 1.50 1.00 Insulation 2.00 2.00 2,00: 1.00 Sprinkler Ceiling 2.50 tights 0.50 Trusses Mechanical Misc QQ Total 7.00 psf Snow Load Wood Floor Loads Dead Loads live Loads Ground Snow Load Pg Minimum Roof Snow Load Exposure Factor Cie Thermal Factor (.t Slope Factor Cs Design Roof Snow Load Ps Floor Covering Gyper ete Sheathing Insulation Sprinkler Ceiling Lights Joist Mechanical Misc Total 2.50 0.50 2.00 1.00 1,00 3,44. 2.00 13-00 psf 15.00 pst Pg Ce:_ Cs l's Sheathing Joist 20 psf psf .0 0' 6.00 psf 0.7CeCtCslsPg 14 psf 25 psf minumum roof snow load controls Ream 2.50 PO 2.50 psf 2.50 psf 2.30 2.50 2.50 0.50 0.50 2.00 1.00 1.00 1.OQ 1.20 1.20 580 pst 10 00 psf '12.00 pst Residential 40 psf Page 3 of 16 Ross EngI3"tee i Design Inc ; project: DON DORMER ADDITION by: RR sheet 8: location: 10333 51ST AVE 5,TUKWILA,WA date: 8/21/2018 client YEN DESIGN job 8: 18089 Wood Wall Weights Level 2 Exterior Interior Level 1 Height : 8.00 Cover/Veneer. siding' Plywood Shtg 1/2 Studs : 2x6 6#,16 oc Insulation : fjb@fgfa Gwb : 5/8" Misc : Weight (psf) 2;0 1,5 1.7 1,0 2.8 1.0 Height : 8.00 Average wall spacing : 7 Cover/Veneer Plywood Shtg Studs Insulation Gwb Misc It 10.0 psf x Height = Weight (psf) 5/8" bgth sides 2.0 80.0 plf 8.8 psf x Height = 70.0 plf divided byTrihutary Width 10.0 psf Exterior Interior Height : 8.00 ft Weight (psf) Cover/Veneer siding 2.0 Plywood Shtg 1/2" 1.5 Studs 2x6 @ 16" oc 1.7 Insulation : fiberglass 1.0 Gwb : 5/8" 2.8 Misc 1.0 10.0 psf x Height = Height : 8,00 It Ave -Igo wall spacing 7 h Weight (Iasi) Cover/Veneer: Plywood Shtg Studs : 204 @ 16" oc 1,3 Insulation Gwb : 5/8" both sides 5.5 Misc: 20 80.0 plf 88 psf lieit�,lit 0,0 Of divided by Ur )(Ai Idth 10.0 psf Page 4 of 16 EX -F1 EX -F2 EX -F3 EX -F4 EX -F5 EX -F6 EX -F18 EX -F17 EX -F16 F81 F80 EX -F15 EX -F14 N LL EX -F13 Loads: DL PostComp - PostComposite Dead Load Results for LC 1, Service Dead Foundation KEY PLAN Aug 21, 2018 at 2:51 PM 18089. rfl Page 5 of 16 L EX -B3 P5L1 P6_11 • • P1_L1 P2_L1 ■■ EX -B1 ■ EX -B2 P371 Pdl1 • • Loads: DL PostComp - PostComposile Dead Load Results for LC 1, Service Dead Main Floor KEY PLAN Aug 21, 2018 at 2:54 PM 18089.01 Page 6 of 16 P3 1 L1 to T. r, XN W O_ N F B9 H1 H2 N !h Results for LC 1, Service Dead xm EX -H7 6 N 6 xm P1 L2 ME P3_L2 1 6 B15 B16 P2_L2 . P4_L2 • P5 L2 P6_12 EX H105 . ONi 6 6 Xm 7 6 6 xN 6 xx W EX -H6 EX -H5 P4_ x 6 L1 Attic KEY PLAN Aug 21, 2018 at 2:55 PM 18O89.rfl Page 7 of 16 P3 _L2 1 Results for LC 1, Service Dead CD K 81 K CC K P1_L3 P2_L3 I B2 I B3 0 cc cc P4_ _L2 Roof KEY PLAN Aug 21, 2018 at 2:55 PM 18089.rfl bIRISA Designer umber Model Name . A NEMETSCHEK CO;APAM Company Page 8 of 16 Aug 21, 2018 2:56 PM Checked By. Floors Label Elevat..Area L... Floor T.. Deck Default Deck A. Par 1 Foundation .67 None Floor B... None 0 None N/A N/A .035 N/A DF#2 .67 She.. Douglas Fir -Larch 0 2 Main Floor 4 Reside...Floor B.. EXISTING FLOOR 90 None N/A N/A No.2 N/A 1 3.33She.. .3 .035 0 3 Attic 12 Reside...Floor B.. Wood Floor Deck 0 None N/A N/A 5 N/A 1800 8 She.. na 0 4 Roof 20 Snow Floor B.. Wood Roof Deck 0 None N/A N/A LSL TimberStr... N/A .3 8 She.. 7 0 Wood Material Properties Label T Database 1 DF#1 Solid Sa.. Visually Graded Douglas Fir -Larch No.1 1500 1 .3 .3 .035 2 DF#2 Solid Sa.. Visually Graded Douglas Fir -Larch No.2 1340 1 .3 .3 .035 3 HF#2 Solid Sa.. Visually Graded Hem -Fir No.2 SCL 1 .3 .3 .035 4 HF STUD Solid Sa.. Visually Graded Hem -Fir Stud 1 .3 .3 .035 5 24F -1.8E D...Glulam 1800 NDS Table 5A 24F -1.8E DF BAL na 6 1 .3 .3 .035 6 24F -1.8E D...Glulam 1038.5 NDS Table 5A 24F -1.8E DF UNBAL na LSL TimberStr... 1 .3 .3 .035 7 KING BEAM Custom N/A King_Beam na 3 1 .3 .3 .035 8 VERSA -LAM SCL Boise Cascade 2.0E -3100F VERSALAM na .42 1 .3 .3 .035 9 PARALLAM SCL TrusJoist 2.0E_DF Parallam PSL na .112 1 .3 .3 .035 10 LVL SCL TrusJoist 1.9E_DF/LP/W H Microlla... na 1.04 1 .3 .3 .035 11 PT 4x Post Custom N/A PT 4x Post na 1235 1 .3 .3 .035 12 PT 6x Post Custom N/A PT 6x Post na 380 1 .3 .3 .035 13 PT 10 Custom N/A PT 10" na Visually .. 1 .3 .3 .06 14 PT 12 Custom N/A PT 12" na 1 .3 .3 .06 15 PT 6x12 Custom N/A PT 6x12 max na 1 .3 .3 .035 16 PT 6x16 Custom N/A PT 6x16 max na 1 .3 .3 .035 17 LVL STUD Custom N/A LS TimberStrand_1.3E_... na 1 .3 .3 .035 Custom Wood Properties Label Fb fksi Ft Fc Fksil 1 LVL_PRL_1.5... 2.25 1.5 .22 1.95 1500 1005 SCL .8 in 2 LVL_PRL_2.0... 2.9 1.9 .285 2.75 2000 1340 SCL Wood Trussed Roof 3 LVL_Microllam.. 2.6 1.555 .285 2.51 1900 1273 SCL 50 4 PSL_Parallam... 2.9 2.025 .29 2.9 2000 1340 SCL 5 PSL_Parallam... 2.4 1.755 .18 2.5 1800 1206 SCL 6 LSL TimberStr... 2.325 1.07 .31 2.05 1550 1038.5 SCL 7 LSL TimberStr... 1.7 1.075 .4 1.4 1300 871 SCL 8 King Beam 3 2 .3 1.8 2300 1541 Visually.. 9 PT 4x Post .68 .42 .12 1.04 1235 447 Visually .. 10 PT 6x Post .46 .3 .112 .46 1045 ' 380 Visually .. 11 PT 10" .748 .42 .12 1.04 1235 447 visually.. 12 PT 12" .68 .42 .12 1.04 1235 447 Visually.. 13 PT 6x12 max .54 .28 .112 .4 1045 380 Visually.. 14 PT 6x16 max .525 .28 _ .112 .4 1045 380 Visually .. Deck General Properties La bel Material Type 1 Wood Roof Deck Wood Deck .5 in 50 50 2 Wood Floor Deck Wood Deck .8 in 50 50 3 Wood Exterior Decking Wood Deck 1.5 in 50 50 4 Wood Trussed Roof Wood Deck .5 in 50 50 5 None Wood Deck 0 in 50 50 6 EXISTING FLOOR Wood Deck 0 in 50 50 RISAFIoor Version 12.0.5 [C:\...\...\...\...\1800\18089 Don Dormer_Yen\CALCS\18089.rfl] Page 1 Company IIIRIS Designer Job Number A t=ErscHer:ceraF>,�rr- Model Name Page 9 of 16 Aug 21, 2018 2:56 PM Checked By. Deck Loads Label Super DL [ksf] 1 Wood Roof Deck N105 .013 0 0 0 2 Wood Floor Deck LL -Non .01 0 0 0 3 Wood Exterior Decking .004 0 0 0 4 Wood Trussed Roof .015 0 0 0 5 None .05 2.917e-6 0 0 0 6 EXISTING FLOOR N29 .01 0 0 0 Design Deflection Parameters Label DL Defl[...DL Ratio LL Defl[i...LL 1 GENERAL N105 360 360 .05 240 SL LL -Non 360 None 2 360 2 2x4 360 .05 360 240 SL 360 None N29 360 3 2x6 .05 360 360 240 SL N29 360 None 360 4 2x8 360 360 5 240 SL 360 None .05 360 5 2x10 360 360 240 SL 360 None 360 6 2x12 360 360 240 SL 360 None 360 7 4x10 360 360 240 SL 360 None 360 8 HEADER 360 360 240 SL 360 None 360 g 3x GLU LAM 360 360 240 SL 360 None 360 10 5x GLULAM 360 360 240 SL 360 None 360 11 6x GLULAM 360 360 240 SL 360 None 360 12 SCL BEAM 360 360 240 SL 360 None 360 13 SCL FLUS... 360 360 240 SL 360 None 360 14 TRUSS 1000 1000 1000 SL 1000 None 360 15 I JOIST 360 480 240 SL 360 None 360 16 EXIST 1000 1000 1000 SL 1000 None 17 14 SCL FL... 360 360 240 SL 360 None 360 18 14 I JOIST 360 480 _ 240 _ SL 360 None 360 Uniform Area Loads Label Additive PreDL[ksf] 1 Residential PostDL[ksfl LL[ksf] LL Type VL[ksf] Dyn Load[ksf] .04 LL -Reduce 2 Snow .025 SL 3 None LL -Non Line Loads : Foundation Start Point End Pant Start Pre... End PreD...Start Post..End Post..Start LL[k..End LL[k/ft] LL Type St Dyn Load[k/...End Dyn Load[... No Data to Print ... Line Loads : Main Floor Start Point End Point Start Pre... End PreD...Start Post..End Post..Start LL[k..End LL[k/ft] LL Type St Dyn Load[k/...End Dyn Load[... No Data to Print ... Line Loads : Attic Start Point End Point Start Pre... End Pr 1 N18 N105 .05 .05 LL -Non 2 N105 N26 .05 .05 LL -Non 3 N26 N29 .05 .05 LL -Non 4 N29 N143 .05 .05 LL -Non 5 N143 N142 .05 .05 LL -Non RISAFIoor Version 12.0.5 [C:\...\...\...\...\1800\18089 Don Dormer_Yen\CALCS\18089.rfl] Page 2 Company IIIRIS Designer Job Number ANE';-ETSCt=ewcor.� COWAN Model Name . Page 10 of 16 Aug 21, 2018 2:56 PM Checked By. Line Loads : Attic (Continued) Start Point E Eiiv Service Dead Yes ---_....----- _... . _ ..• - 1.1.41\ _...... •-•••••••••-",..•-•••••••••-",.., ‘-',.',• s".., L.-ln..nit LL I ypu oI. uyn Loaatw.. tna uyn Loatli.. 6 N142. N156 ......... , a... .05 .05 Service Dead .. raLL-U(1U.. LL -Non ract..bat... Yes 7 N156 N157 at... Fact.. .05 .05 Yes DL LL -Non LL -1 8 N157 N18 Yes Yes .05 .05 Service D + L .. N/A LL -Non Yes Yes Line Loads : Roof Start Point End Point Start Pre... End PreD...Start Post..End Post..Start LL[k..End LL[k/ft] LL Type St Dyn Load[k/...End Dyn Load[... No Data to Print ... Combinations Label 1 Service Dead Yes DL 1 ...................... v....... Yes vvvw Yes vvuvu Pro... Yes ......... , a... vat... I avl..X.,at... Service Dead .. raLL-U(1U.. EX -B2 ract..bat... Yes ract..Uat... Yes Fact..L. at... Fact.. 2 Service Dead + L.. Yes DL 1 LL -1 Yes Yes Yes Yes Yes Yes 4 Service D + L .. N/A 1.15 Yes Yes Yes Yes Yes Yes 3 Service D + S Yes DL 1 SL 1 No Calc 5 EX J5 Not Designed No HF#2 No Calc 0 0 N/A No Calc 4 Service D + L + S Yes DL 1 LL .75 SL .75 0 0 N/A No Calc 7 EX J7 Not Designed No HF#2 No Calc Combination Design Label Service Hot Rolled Cold F 1 Service Dead Not Designed -- .9 Yes .. Yes v....... Yes vvvw Yes vvuvu Pro... Yes concrete Yes Masonry Yes Connection Yes 2 Service Dead .. 2 EX -B2 Yes Yes Yes Yes Yes Yes Yes Yes 3 Service D + S 1.15 Yes Yes Yes Yes Yes Yes Yes Yes 4 Service D + L .. N/A 1.15 Yes Yes Yes Yes Yes Yes Yes Yes Beam Code Summary for Wood Foundation Label Size Explicit Material Bending ... Loc[ft] LC Defl Check Loc[ft] Cat ShearCh...Loc[ft] LC No Data to Print ... Beam Code Summary for Wood : Main Floor Label Siz 1 EX -B1 Not Designed - No -_....... DF#2 -_......., ... No Calc ,_.,., .., ._... ..c1, ,.. 1ct,n 0 Loctui 0 k..ai N/A anear LA...Loclttj No Calc LU 2 EX -B2 Not Designed No DF#2 No Calc 0 0 N/A No Calc 3 EX -B3 Not Designed No HF#2 No Calc 0 0 N/A No Calc 4 EX J4 Not Designed No I-IF#2 No Calc 0 0 N/A No Calc 5 EX J5 Not Designed No HF#2 No Calc 0 0 N/A No Calc 6 EX J6 Not Designed No HF#2 No Calc 0 0 N/A No Calc 7 EX J7 Not Designed No HF#2 No Calc 0 0 NIA No Calc 8 EX J8 Not Designed No HF#2 No Calc 0 0 N/A No Calc 9 EX J31 Not Designed No HF#2 No Calc 0 0 N/A No Calc 10 EX J32 Not Designed No HF#2 No Calc 0 0 N/A No Calc 11 EX J33 Not Designed No HF#2 No Calc 0 0 NIA No Calc 12 EX J34 Not Designed No HF#2 No Calc 0 0 N/A No Calc 13 EX J35 Not Designed No HF#2 No Calc 0 0 N/A No Calc 14 EX J36 Not Designed No HF#2 No Calc 0 0 N/A No Calc 15 EX J37 Not Designed No HF#2 No Calc 0 0 N/A No Calc 16 EX J38 Not Designed No HF#2 No Calc 0 0 N/A No Calc 17 EX J39 Not Designed No HF#2 No Calc 0 0 N/A No Calc 18 EX J40 Not Designed No HF#2 No Calc 0 0 N/A No Calc 19 EX J41 Not Designed No HF#2 No Calc 0 0 N/A No Calc 20 EX J20 Not Designed No HIF#2 No Calc 0 0 N/A No Calc 21 EX J22 Not Designed No HF#2 No Calc 0 0 N/A No Calc RISAFIoor Version 12.0.5 [C:\...\...\....\...\1800\18089 Don Dormer_Yen\CALCS\18089.rfI] Page 3 IIIRISA Designer Job Number NEVETSCI1EKCOMFANr,. Model Name Company Page 11of16 Aug 21, 2018 2:56 PM Checked By. Beam Code Summary for Wood : Main Floor (Continued) Label Size Elicit Mat 22 EX J24 Not Designed No HF#2 No Calc 1.688 4 0 0 N/A No Calc 0 4 23 EX J25 Not Designed No HF#2 No Calc 1.8 2 0 0 N/A No Calc 2.833 2 24 EX J26 Not Designed No HF#2 No Calc 0 0 N/A No Calc 25 EX J27 Not Designed No HF#2 No Calc 0 0 N/A No Calc 26 EX J28 Not Designed No HF#2 No Calc 0 0 N/A No Calc 27 EX J29 Not Designed No HF#2 No Calc 0 0 N/A No Calc 28 EX J30 Not Designed No HF#2 No Calc 0 0 N/A No Calc 29 EX J42 Not Designed No H'F#2 No Calc 0 0 N/A No Calc 30 EX J43 Not Designed No HF#2 No Calc 6.76 2 0 0 N/A No Calc 0 2 31 EX J44 Not Designed No HF#2 No Calc 5.608 4 0 0 N/A No Calc 0 4 32 EX J45 Not Designed No HF#2 No Calc 4.815 4 0 0 N/A No Calc 0 4 33 EX J46 Not Designed No HF#2 No Calc 4.722 2 0 0 N/A No Calc 0 2 Beam Code Summary for Wood : Attic Label Size Egli 1 H1 2-2X6 Yes -. H F#2 - _..----� .613 1.688 4 .237 1.469 DL+LL .692 0 4 2 H2 2-2X6 Yes HF#2 .555 1.8 2 .179 1.505 DL+LL .674 - 2.833 2 3 EX H3 Not Designed No DF#2 No Calc 0 0 N/A No Calc 4 EX -H4 Not Designed No DF#2 No Calc 0 0 N/A No Calc 5 EX -H5 Not Designed No DF#2 No Calc 0 0 N/A No Calc 6 EX -H6 Not Designed No DF#2 No Calc 0 0 N/A No Calc 7 EX -H7 Not Designed No DF#2 No Calc 0 0 N/A No Calc 8 EX -H8 Not Designed No DF#2 No Calc 0 0 N/A No Calc 9 B9 5.25X11.25FS Yes PARAL.. .615 6.76 2 .751 6.49 DL+LL .41 0 2 10 B10 3-1.75X5.5FS Yes LVL .4 5.608 4 1.019 6.641 DL+LL .149 0 4 11 B12 3-2X6 Yes LVL ST.. .525 4.815 4 .987 5.263 DL+LL .107 0 4 12 B13 3-1.75X5.5FS Yes LVL .478 4.722 2 .914 6.493 LL .128 0 2 13 B14 3-1.75X5.5FS Yes LVL .509 4.722 2 1.011 6.641 LL .137 0 2 14 B15 4X6 Yes DF#2 .395 1.875 2 .144 1.875 LL .294 0 2 15 B16 4X6 Yes DF#2 .565 1.836 2 .222 1.836 LL .402 3.75 2 16 EX J16 Not Designed No HF#2 No Calc 0 0 N/A No Calc 17 EX J17 Not Designed No HF#2 No Calc 0 0 N/A No Calc 18 EX J18 Not Designed No HF#2 No Calc 0 0 N/A No Calc 19 J43 2-2X6 Yes HF#2 .497 5.375 2 .625 5.375 LL .178 10.75 2 20 J44 2-2X6 Yes HF#2 .645 5.375 2 .825 5.375 LL .231 10.75 2 21 J45 2-2X6 Yes HF#2 .645 5.375 2 .825 5.375 LL .231 10.75 2 22 J46, 2-2X6 Yes HF#2 .645 5.375 2 .825 5.375 LL .231 10.75 2 23 J47 2-2X6 Yes HF#2 .645 5.375 2 .825 5.375 LL .231 10.75 2 24 J48 2-2X6 Yes HF#2 .645 5.375 2 .825 5.375 LL .231 10.75 2 25 J49 2-2X6 Yes HF#2 .499 5.375 2 .627 5.375 LL .178 10.75 2 26 J38 2X6 Yes HF#2 .228 2.333 2 .129 2.333 LL .186 4.667 2 27 J39 2X6 Yes HF#2 .228 2.333 2 .129 2.333 LL .186 4.667 2 28 EX J81 Not Designed No HF#2 No Calc 0 0 N/A No Calc 29 EX J82 Not Designed No HF#2 No Calc 0 0 N/A No Calc 30 EX J83 Not Designed No HF#2 No Calc 0 0 N/A No Calc 31 EX J84 Not Designed No HF#2 No Calc 0 0 N/A No Calc 32 EX J85 Not Designed No HF#2 No Calc 0 0 N/A No Calc 33 EX J86 Not Designed No HF#2 No Calc 0 0 N/A No Calc 34 EX J87 Not Designed No HF#2 No Calc 0 0 N/A No Calc 35 EX J88 Not Designed No HF#2 No Calc 0 0 N/A No Calc 36 EX J89 Not Designed No HF#2 No Calc 0 0 N/A No Calc RISAFIoor Version 12.0.5 [C:\...\...\...\...\1800\18089 Don DormerYen\CALCS\18089.rfl] Page 4 Company IIIRIS Designer Job Number 44errErscrecCOWAN). Model Name Page 12 of 16 Aug 21, 2018 2:56 PM Checked By. Beam Code Summary for Wood : Attic (Continued) Label Size Explicit Material Bending ... Loc ft LC 37 EX J91 Not Designed No HF#2 No Calc 0 0 N/A No Calc 38 EX J92 Not Designed No HF#2 No Calc 0 0 N/A No Calc 39 EX J94 Not Designed No HF#2 No Calc 0 0 N/A No Calc 40 EX J95 Not Designed No HF#2 No Calc 0 0 N/A No Calc 41 EX J96 Not Designed No HF#2 No Calc 0 0 N/A No Calc 42 EX J97 Not Designed No HF#2 No Calc 0 0 N/A No Calc 43 EX J98 Not Designed No HF#2 No Calc 0 0 N/A No Calc 44 EX J99 Not Designed No HF#2 No Calc 0 0 N/A No Calc 45 EX J100 Not Designed No HF#2 No Calc 0 0 N/A No Calc 46 EX J101 Not Designed No HF#2 No Calc 0 0 N/A No Calc 47 EX J102 Not Designed No HF#2 No Calc 0 0 N/A No Calc 48 EX J103 Not Designed No HF#2 No Calc 0 0 N/A No Calc 49 EX J104 Not Designed No HF#2 No Calc 0 0 N/A No Calc 50 EX J55 Not Designed No HF#2 No Calc 0 0 N/A No Calc 51 EX J56 Not Designed No HF#2 No Calc 0 0 N/A No Calc 52 EX J76 Not Designed No HF#2 No Calc 0 0 N/A No Calc 53 EX J77 Not Designed No HF#2 No Calc 0 0 N/A No Calc 54 EX J78 Not Designed No HF#2 No Calc 0 0 N/A No Calc 55 EX J112 Not Designed No HF#2 No Calc 0 0 N/A No Calc 56 EX J117 Not Designed No HF#2 No Calc 0 0 N/A No Calc 57 EX J118 Not Designed No HF#2 No Calc 0 0 N/A No Calc 58 EX J119 Not Designed No HF#2 No Calc 0 0 N/A No Calc 59 EX J120 Not Designed No HF#2 No Calc 0 0 N/A No Calc 60 EX J113 Not Designed No HF#2 No Calc 0 0 N/A No Calc 61 EX J114 Not Designed No HF#2 No Calc 0 0 N/A No Calc 62 EX J115 Not Designed No HF#2 No Calc 0 0 N/A No Calc 63 EX J116 Not Designed No HF#2 No Calc 0 0 N/A No Calc 64 EX J121 Not Designed No HF#2 No Calc 0 0 N/A No Calc 65 EX J122 Not Designed No HF#2 No Calc 0 0 N/A No Calc 66 EX J123 Not Designed No HF#2 No Calc 0 0 N/A No Calc 67 EX J124 Not Designed No HF#2 No Calc 0 0 N/A No Calc 68 EX J125 Not Designed No HF#2 No Calc 0 0 N/A No Calc 69 EX J126 Not Designed No HF#2 No Calc 0 0 N/A No Calc 70 EX J127 Not Designed No HF#2 No Calc 0 0 N/A No Calc 71 EX J128 Not Designed No HF#2 No Calc 0 0 N/A No Calc 72 EX J129 Not Designed No HF#2 No Calc 0 0 N/A No Calc 73 EX J130 Not Designed No HF#2 No Calc 0 0 N/A No Calc 74 EX J131 Not Designed No HF#2 No Calc 0 0 • N/A No Calc • 75 EX J132 Not Designed No HF#2 No Calc 0 0 N/A No Calc 76 EX J133 Not Designed No HF#2 No Calc 0 0 N/A No Calc 77 EX J134 Not Designed No HF#2 No Calc 0 0 N/A No Calc 78 EX J135 Not Designed No HF#2 No Calc 0 0 N/A No Calc 79 EX J136 Not Designed No HF#2 No Calc 0 0 N/A No Calc 80 EX J137 Not Designed No HF#2 No Calc 0 0 N/A No Calc 81 EX J138 Not Designed No HF#2 No Calc 0 0 N/A No Calc 82 EX J139 Not Designed No HF#2 No Calc 0 0 N/A No Calc 83 EX J140 Not Designed No HF#2 No Calc 0 0 N/A No Calc 84 EX J141 Not Designed No HF#2 No Calc 0 0 N/A No Calc 85 EX J142 Not Designed No HF#2 No Calc 0 0 N/A No Calc 86 EX J143 Not Designed No HF#2 No Calc 0 0 N/A No Calc 87 EX J144 Not Designed No HF#2 No Calc 0 0 N/A No Calc 88 EX J145 Not Designed No HF#2 No Calc 0 0 N/A No Calc RISAFIoor Version 12.0.5 [C:\...\...\...\...\1800\18089 Don Dormer Yen\CALCS\18089.rfl] Page 5 Company IIIRIS Designer Job Number NEMETSCHEK COM=A;, Y Model Name Page 13 of 16 Aug 21, 2018 2:56 PM Checked By. Beam Code Summary for Wood : Attic (Continued) Label Size Explicit Material Bending ... Loc ft LC Def LC 89 EX J146 Not Designed No HF#2 No Calc 7.166 3 0 0 N/A No Calc 12.979 3 90 EX J147 Not Designed No I-IF#2 No Calc 2.227 3 0 0 N/A No Calc 0 3 91 EX J148 Not Designed No HF#2 No Calc 7.373 3 0 0 N/A No Calc 0 3 92 EX J149 Not Designed No HF#2 No Calc 3.99 3 0 0 N/A No Calc 7.979 3 93 EX J150 Not Designed No HF#2 No Calc 3.99 3 0 0 N/A No Calc 7.979 3 94 EX J151 Not Designed No HF#2 No Calc 3.99 3 0 0 N'/A No Calc 7.979 3 95 J126 2-2X6 Yes LVL ST.. .362 7.083 2 .783 7.083 LL .051 0 2 96 J127 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 0 2 97 J128 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 0 2 98 J129 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 0 2 99 J130 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 0 2 100 J131 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 ' 14.167 2 101 J132 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 0 2 102 J133 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 0 2 103 J134 2-2X6 Yes LVL ST.. .43 7.083 2 .951 7.083 LL .061 0 2 104 J135 2-2X6 Yes LVL ST.. .362 7.083 2 .783 7.083 LL .051 0 2 105 EX H105 2-2X6 Yes HF#2 .484 1.194 2 .153 1.306 LL .679 2.667 2 Beam Code Summary for Wood : Roof Label Size Explicit Material B 1 B1 3.5x11.25FS No PARAL.. .365 7.166 3 .418 6.625 DL+LL .258 12.979 3 2 B2 3.5x11.25FS No PARAL.. .038 2.227 3 .036 0 DL .114 0 3 3 B3 3.5x11.25FS No PARAL.. .557 7.373 3 .778 7.701 DL+LL .367 0 3 4 R36 2X12 Yes HF#2 .178 3.99 3 .065 3.99 DL+LL .136 7.979 3 5 R37 2X12 Yes HF#2 .218 3.99 3 .08 3.99 DL+LL .167 7.979 3 6 R38 2X12 Yes HF#2 .218 3.99 3 .08 3.99 DL+LL .167 7.979 3 7 R39 2X12 Yes HF#2 .633 6.641 3 .412 7.083 DL+LL .284 0 3 8 R40 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 9 R41 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 10 R42 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 11 R43 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 12 R44 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 13 R45 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 14 R46 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 15 R47 2X12 Yes HF#2 .686 7.083 3 .448 7.083 DL+LL .296 0 3 16 R48 2X12 Yes HF#2 .616 6.641 3 .399 7.083 DL+LL .28 0 3 17 R49 2X12 Yes HF#2 .218 3.99 3 .08 3.99 DL+LL .167 7.979 3 18 R50 2X12 Yes HF#2 .218 3.99 3 .08 3.99 DL+LL .167 7.979 3 19 R51 2X12 Yes HF#2 .178 3.99 3 .065 3.99 DL+LL .136 7.979 3 Beam Design for Wood Products : Foundation La bel Size Explicit Vmax[k] V'[k] Mmax[k-ft] M'r[k-ft] Max Start Reac..Max End ...Min Start...Min End ... No Data to Print ... Beam Design for Wood Products : Main Floor La bel Size Explicit Vmax[k] V'[k] Mmax[k-ft] M'r[k-ft] Max Start Reac..Max End ...Min Start...Min End ... No Data to Print ... RISAFIoor Version 12.0.5 [C:\...\...\...\...\1800\18089 Don Dormer_Yen\CALCS\18089.rfl] Page 6 • Company ''RISA Job NuDesigner mber NEWT SCNEKCOMFANY Model Name Page 14 of 16 Aug 21, 2018 2:56 PM Checked By. Beam Design for Wood Products : Attic Label Size Explicit Vmax[k] V'[k] Mmax[k-ft] M'r[k-ft] Max Start Reac..Max End ...Min Start...Min End ... No Data to Print ... Beam Design for Wood Products : Roof Label Size Explicit Vmax[k] V'[k] Mmax[k-ft] M'r[k-ft] Max Start Reac..Max End ...Min Start...Min End ... No Data to Print ... Wood Column Code Checks Stack Lift Shape Code C... Elev[ftl LC Shear C...Elev[ft] Dir LC Fc' [ksi] Ft' [ksi] Fb1' [ksiLFb2' [ksil Fv' 1 P1 1 4X4 .820 .67 2 .000 .67 z 4 1.068 .63 1.02 1.02 .12 .-• .4" 3.6.3 2 16 2 4-2X4 .892 4 4 .000 4 z 4 .416 .506 .853 .939 .172 3.6.3 3 6 3 2-2X4 .750 12 3 .000 12 z 4 .416 .506 .851 .939 .172 3.6.3 4 P2 1 4X4 .824 .67 2 .000 .67 z 4 1.068 .63 1.02 1.02 .12 3.6.3 5 4 2 2-2X4 .919 4 3 .000 4 z 4 .416 .506 .851 .939 .172 3.6.3 6 R1 3 2-2X4 .880 12 3 .000 12 z 4 .416 .506 .851 .939 .172 3.6.3 7 P3 1 4X4 .082 .67 2 .000 .67 z 4 1.386 .863 1.35 1.35 .18 3.6.3 8 EX -W76 2 2-2X4 .712 4 4 .000 4 z 4 .192 .506 .851 .939 .172 3.6.3 9 P4 1 4X4 .084 .67 2 .000 .67 z 4 1.386 .863 1.35 1.35 .18 3.6.3 10 2 2-2X4 .721 4 4 .000 4 z 4 .192 .506 .851 .939 .172 3.6.3 11 P5 1 4X4 .082 .67 2 .000 .67 z 4 1.386 .863 1.35 1.35 .18 3.6.3 12 2 2-2X4 .433 4 2 .000 4 z 4 .189 .44 .74 .817 .15 3.6.3 13 P6 1 4X4 .068 .67 2 .000 .67 z 4 1.386 .863 1.35 1.35 .18 3.6.3 14 2 2-2X4 .269 4 2 .000 4 z 4 .404 .44 .74 .817 .15 3.6.3 15 P3 1 1 4-2X4 .750 4 4 .000 4 z 4 .416 .506 .853 .939 .172 3.6.3 16 2 2-2X4 .456 12 3 .000 12 z 4 .416 .506 .851 .939 .172 3.6.3 17 P4 1 1 2-2X4 .582 4 3 .000 4 z 4 .416 .506 .851 .939 .172 3.6.3 18 2 2-2X4 .577 12 3 .000 12 z 4 .416 .506 .851 .939 .172 3.6.3 Wall Results, Wood Wall Panel Wall Panel Reo ion Stud Size Stud Spacing[in 1 EX -W53 R1 2X4 16 .097 4 2 EX -W54 R1 2X4 16 .074 4 3 EX -W55 R1 2X4 16 .023 3 4 EX -W56 R1 2X4 16 .255 4 5 EX -W57 R1 2X4 16 .324 4 6 EX -W58 R1 2X4 16 .282 3 7 EX -W59 R1 2X4 16 .235 .3 8 EX -W60 R1 2X4 16 .046 4 9 EX -W61 R1 2X4 16 .188 4 10 EX -W62 R1 2X4 16 .134 4 11 W63 R1 2X6 16 .01 3 12 W64 R1 2X6 16 .117 4 13 W65 R1 2X6 16 .181 4 14 W66 R1 2X6 16 .119 4 15 W67 R1 2X6 16 .013 3 16 EX -W72 R1 2X4 16 .096 3 17 EX -W75 R1 2X4 16 .092 3 18 EX -W76 R1 2X4 16 .093 3 19 W77 R1 2X6 16 .016 3 20 W78 R1 2X6 16 .071 3 21 W79 R1 2X6 16 .015 3 RISAFIoor Version 12.0.5 [C:\...\...\...\...\1800\18089 Don Dormer_Yen\CALCS\18089.rfl] Page 7 • Page 15of16 ' Company ' �'� Designer Job Number NEMETSCHEK COMPAtTI Model Name . Aug 21, 2018 2:56 PM Checked By. Wall Results, Wood Wall Panel (Continued) Wall Panel Reoion Stud Size Axial Check 22 EX-W76A R1 2X4 16 .043 3 23 EX -W77 R1 2X4 16 .032 3 24 EX -W78 R1 2X4 16 .032 3 25 EX -W79 R1 2X4 16 .043 3 26 W80 R1 2X4 16 .304 2 27 W81 R1 2X4 16 .391 2 Page 16 of 16 Ross Enginel'I`Inf, Design Inc project: DON DORMER ADDITION by: RR sheet it: location: 10333 515T AVE 5, Tt1KWILA, WA date: 8/21/7018 client: YEN DESIGN joh41: 18089 Footings Allowable Bearing = 2000 psf Footing Max Base Bottom Start Material Material Width Result Wall St Loc (ft) End Loc (ft) Length [ft) Reaction(k) Label Top Floor Floor Point End Point Type Set (in) (psf) Check EX -F1 1,29 333 6.114,29333- 51'r 5.78 i foundation Base N1 N2 Concrete Conc3001N1A^ 12 1131 .. EX -F2 6.114,29333 11.903,29.333 ,: 58' 8.05 - leundai,nn Base N2 N3 Concrete Conc3000N1A ' 121391 d7 . EX -F3 11.903,29333 1.769,29 333 i,'�„. 8.12 - t oundatlon Base N3 N4 concrete Conc3000NV, ' 42 1384 EX -F4 17,769,29 333 22 883,29.333 5,��, 7.42 Foundation Base N4 N5 Concrete Conc3000NN '12' 1, - 1452 EX -F5 22 883,29 333 2/.997,29333i 51 7.35 Foundation Base N5 N6 Cone, eto Conc3000NV,” 1438 EX -F6 27.997,29.333 33 458,29.333' 5 5¢ 6.13 foundation Base N6 N7 Concrete Conc3000NN 1,2, '. 1122 EX -F7 33 458,29 333 33.45824333`- S0 2.59 r oundatlon Base N7 N8 Concrete Conc3000NN 12 518 EX -68 33.458,24.333 33 458,19.333. p( `, 2.86 I oundat,on ease N8 N9 Concrete Conc3000NN, 4 12 572 EX -69 33458,19.333 33.4581616/ 3,2 2.00 foundation Base N9 N10 Concrete Conc30DONN 12 631 EX -F10 33 458,14.167 33.458,9167 5d.. 294 rundan, Base N11 N12 Concrete Conc3000NN,12y.' 588 EX -611 33 958,9.167 33 458,4.167 �0'' 226 foundation Base N12 N13 Concrete Conc3000NN '``: 12 451 EX -612 33.958,4 167 444581 r g�; 1.48 1 , d lion Base N13 N14 Concrete Conc3000NN j�'�`�' 468 EX -F13 33.458.1 77 997 1 5,5��"``, 6.21 Ioundation Bse N14 N15 Concrete Conc3000NN 12 - 1137 EX -F14 27997,1 228831 5„k,.,; 4.81 foundation Base N15 N16 Concrete Conc3000MA 948 EX -F15 22 883,1 17769,1 53: 5.43 7oundotion Base N16 N17 Concrete Conc3000NN 1 .' 1062 EX -F16 17 769,1 11903,1 ; 5i,9.e 5.80 Foundation, Baso N17 N18 Concrete Conc3000NN`'�,2. 989 EX -F17 11.903,1 6114,1 '; 5, . 556 Foundation Base N18 N19 Concrete C0nc3000NVN 1; 960 EX -F18 6.114,1 1,1 t 51' 'i 5.73 I ofindation Base N19 N20 Concrete Conc3000NN 712 1121 EX -F19 1,1 1,4167 3. 1.46 foundation Base N20 N21 Concrete Conc3000NN 12 461 EX -F20 1,4-16/ 1,9167 5,0 2.30 Foundation Base N21 N22 Concrete Conc3000NN 12 461 EX -F21 1,9 167 1,14167 ? 5,0 2.92 Foundation Base N22 N23 Concrele Conc3000NN 1,2 584 EX -F22 146 167 1,19 333 12"1 1.33 - 1eme-S ion Base N24 N25 Concrete Conc3000NN x 12 419 EX -F23 1,19 333 1,24333 ,0 313 F manila tion Base N25 N26 Concrete Conc3000NN ` 12 . 627 EX -F24 1,,,4 333 1,29333 5,0, 2.37 : F_,nndauon Base N26 N1 Concrete Conc3000NN '12 474 F25 1,14 167 1,16167 3.0 ` 11.88 - rou11dat10n Base N23 N24 Concrete Conc3000NN 36 r.. 1320 :... F28 33.458,16.167 34.458,14167 3,0 13.87 Foundation Base N10 N11 Concrete Conc3000NN 3$, 1541 F78 13.979,13.167 13-979,16167 3.0 14.60 - Ioundat,on Base N33 N34 Concrete Conc3000NN 35- 1622 679 1772, 13 167 17.729,16167 3.0 16.94 Foundation Base N35 N36 Concrete l;onc3ODONN , r 36 1882 F81 19146,18-58320.646,18583 1,5 1.61 ro,indat ion Base N39 N40 Concrete Conc3000NN7.1.7 F80 21 813,18 583 23.313,18583 1.5 1.37 lmmdalmn Base N41 N42 Concrete Col c3005NN 18 611 June 22, 2018 City of Tukwila Department of Community Development DON LOCK 2310 16TH AVE S SEATTLE, WA 98144 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0184 LOCK RESIDENCE - 10333 51 AVE S Dear DON LOCK, 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 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 plans that are drawn to an architectural scale. Floor plans and details shall be two-line drawings and professionally drawn. Plans shall be drawn by professional designer or architect. Please refer to attached DCD- Checklist-Residential-Remodel-Addition. 2. The dormer construction shall require engineering with details. Provide engineered details and plans for the dormer. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • 1. Submit elevations to scale. Note that rooflines must be 5:12 minimum slope to meet Tukwila's supplemental design standards. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 l 1 ( 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, ace • prey Permit Technician File No. D18-0184 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 CPERNiiT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0184 PROJECT NAME: LOCK RESIDENCE SITE ADDRESS: 10333 51 AVE S DATE: 09/26/18 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 _ Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural MS M 10-A4c Planning Division nPermit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: Approved with Conditions Denied (ie: Zoning Issues) 10/15/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 CeERMIT COORD COPY- c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0184 DATE: 06/19/18 PROJECT NAME: LOCK RESIDENCE SITE ADDRESS: 10333 51 AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AN) PV- Ume(l% Building Division DItM Nk ii11446( Pc Works NM opr (01e4 Fire Prevention Structural 1,1\q, cow, �-► Planning Division Permit Coordinator to PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 06/21/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 07/19/18 Approved Approved with Conditions Ti Corrections Required Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Le ti://- CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping ] PW ❑ Staff Initials:' 12/18/2013 Date: 0 Web) kd . 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. Plan Check/Permit Number: D18-0184 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: LOCK RESIDENCE Project Address: 10333 51ST AVE S Contact Person: DE. ✓l L -cx:_ k Summary of Revision: ACA L Phone Number: (6 ) t-19- ct 1sa RECEIVFD CITY OF TUKWILA SEP, 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: a_ Entered in TRAKiT on Ci ' -(e `( U W:\Permit Center (Brenda)Worms\Fermit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 CITY <F TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanaci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: t)tC6 I 14 STATE OF WASHINGTON) ) ss. COUNTY OF KING 0°A /_Q -.k [please print name] , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requireme t of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. p►w 111/ 441 4tAk v o-... pSi�,p4.�, �y * % Signed and sworn to before me this lhaf .. .; . o a( day of U✓e,t 6 e , 201L N /��i AVB%` ,„� //,���y���F WAS.,�� 11 j 1 ftv,7 8` N(LY�`AItY PUBLIC in and for the State of Washington Residing at Name as commissioned: , County My commission expires: 18.27.090 Exemptions. Thf�istration provisions of this chapter do not app0: i. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.7o 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 equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; to. 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 a registered contractor; 1.1. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 1.3. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; i8. An entity who holds a valid electrical contractor's license under,chapter 19.28-RCW that employs a certified journeyman;elect`rician, a certified residential specialty electrician, or an electrical trainee'meeting the requirements of chapter'19.28 RCW to perform plumbing work that is'incidental'ly, directly,;and immediately appropriate to the like.lin-kind replacement of a household appliance or othersniall household utilization equipment that requires lirriited electricpower and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. i CENTER OF STREET EDGE OF GRAVEL NO CONTOUR LINES ON PROPERTY PER THE KING COUNTY IMAP WEBSITE, LEGEND =El PIM MIMMINI CENTER OF STREET EDGE OF CURB 1 1� 33'-3° \ PROPERTY LINE ± 108' x 5_S.Y.S. x 244 SQ -FT DECK WITH COVER REMOVED 341-11H 0 w J 270 SQ -FT DORMER ADDITION ui 223 SQ -FT GARAGE �I yam. • slog.. ,... • ...._._. 51ST AVE S 30' x 1 x x GRAVEL DRIVEWAY 5' S.Y.S. x x x 1111======1 IIIMMIMmmi IIIIMM2=nl 21021====0 PROPERTY LINE ± 108' EXISTING RESIDENCE. 10333 51ST AVE S, TUKWILA, WA 98178 l x xco J SEPARATE PERMIT REQUIRED FOR: t�'Ni/ochanicai Ci'tioctricai 6/Plumbing (was Piping City of Tukwila jaD"NG DIVISION PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DOD Approved By: M 5O Date: lQ '-q--11 . made sailding Civ s Zhi. i -;Z Vi L1 Will re -quire a new plan subma`Ita& ca..] may in,,ude additional plan review fees, SITE PLAN 0' 21' 5' 10'Mill IIIIIIIIIIIIIII 20' SCALE 22X34 1" = 10'-0"1111 SCALE 11X17 1" = 20'-0" VICINITY MAP a FROM GOOGLE MAPS PROJECT INFORMATION OWNER JURISDICTION PARCEL NUMBER ZONING YEAR BUILT LOT AREA SENSITIVE AREA L&T INVESTMENTS LLC TUKWILA 547680-0183 LDR 1941 6259 N/A PROJECT DESCRIPTION INTERIOR ALTERATION TO AN EXISTING SINGLE FAMILY HOME WITH A 270 SQ -FT DORMER ADDITION ON THE UPPER LEVEL. LEGAL DESCRIPTION MERRICKS ACRE TRS DIV # 2 N 60 FT PLAT BLOCK: PLAT LOT: 20 YARD CALCULATIONS REAR YARD = 10 FEET REQUIRED REAR YARD=10' FRONT YARD = 20 FEET REQUIRED FRONT YARD = 20' SIDE YARD = 5 FEET REQUIRED SIDE YARD = 5' AREA TABULATIONS CONDITIONED SPACE MAIN FLOOR LEVEL UPPER FLOOR LEVEL TOTAL UNCONDITIONED SPACE FRONT PORCH DECK GARAGE TOTAL TOTAL AREA 920 SQ -FT 591 SQ -FT 1511 SQ -FT 19 SQ -FT 216 SQ -FT 223 SQ -FT 486 SQ -FT 1997 SQ -FT IMPERVIOUS COVERAGE ROOF EAVE DRIVEWAY DECK WALKWAY TOTAL 1450 SQ -FT 218 SQ -FT 216 SQ -FT 69 SQ -FT 1953 SQ -FT % HARDSCAPE = 100 * 1953/6259 = 31% LOT COVERAGE TOTAL LOT AREA PRINCIPLE STRUCTURE DECK PORCH GARAGE TOTAL 6259 SQ -FT 920 SQ -FT 216 5Q -FT 19 SQ -FT 223 SQ -FT 1378 SQ -FT % LOT COVERAGE = 100 * 1378/6259 = 22% CORRECTION LTR# • • vi/t x PROPERTY LINE OF PROPOSED PROJECT PROPERTY LINE OF ADJACENT PROPERTIES CONTOUR LINE - 5' ELEVATION CHANGE EXISTING STRUCTURE W/ INTERIOR RENOVATION EXISTING STRUCTURE ADDITION TO EXISTING STRUCTURE CENTER LINE OF STREET EDGE OF CONCRETE ROOF OUTLINE PROPERTY SETBACK EDGE OF GRAVEL EXISTING FENCE EXISTING TREES/FOLIAGE FILE COPY Pent* No. 0 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tho violation cf any adopted code or ordinance. Receipt of approved Field Copy and condition cknowledged By: Date: /2-0 C& City of Tukwila BUILDING DIVISION SHEET INDEX C1.1 A1.1 A2.1 A2.2 A2.3 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION SITE PLAN & PROJECT INFO GENERAL NOTES & WINDOW & DOOR SCHEDULE MAIN FLOOR PLANS UPPER FLOOR PLANS ROOF PLAN A3.1 ELEVATIONS A3.2 -ELEVATIONS A4.1 BUILDING SECTION RECEIVED CITY OF TUKWILA SEP 06 2018 PERMIT CENTER A5.1 ARCHITECTURAL DETAILS S1 STRUCTURAL NOTES & TYPICAL DETAILS S2 FOUNDATION PLAN St MAIN FLOOR FRAMING PLAN S3 ATTIC AND ROOF FRAMING PLANS 1 DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 w 0 co rn 0 o 0 CO m rn 0 w 0 • APPROVAL STAMP ENGINEER STAMP L&T INVESTMENTS 10333 51ST AVE S TU KWI LA, WA 98178 & PROJECT CONTACT: ANDREE YEN (206) 432-1111 JOB NO. 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET C 1 . 1 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING THE WORK. WORK SHALL COMPLY WITH THE FOLLOWING CODES: 2015 INTERNATIONAL RESIDENTIAL CODE 2015 WASHINGTON ENERGY CODE OTHER CODES APPLICABLE BY JURISDICTION, AIR SEALING, 1. ALL PLUMBING, ELECTRICAL, AND HVAC PENETRATIONS IN FLOOR, WALLS, AND CEILINGS ARE CAULKED AND SEALED, 2. WHERE PENETRATIONS NEED A FIRESTOP, DISCUSS WITH BUILDING OFFICIAL 3. ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR SEALED WITH FACEPLATE GASKETS, 4. SEAL RIM JOIST BETWEEN HEATED FLOORS OR USE PRODUCT LIKE "TYVEK" ON EXTERIOR. 5, VAPOR BARRIER SHALL BE EITHER FACE STAPLED BATTS, 4 MIL. VISQUEEN OR AN APPROVED VAPOR BARRIER PAINT. SEPARATION BETWEEN DWELLING AND GARAGE/CARPORT: a. NO SEPARATION REQUIRED IF ENTIRELY OPEN ON 2 OR MORE SIDES AND NO ENCLOSED USES. (OPEN DECKS ABOVE ARE OKAY. NON -RATED WALLS AND OPENABLE WINDOWS BETWEEN THE DWELLING AND CARPORT ARE OKAY). b. MINIMUM 1/2" GWB ON GARAGE/CARPORT SIDE OF WALLS REQUIRED FOR ALL GARAGES/CARPORTS NOT COVERED BY 1A ABOVE. c, 1 -HOUR FIRE RATED WALL REQUIRED IF LESS THAN 5 FEET FROM PROPERTY LINE (NO OPENINGS ALLOWED LESS THAN 3' FROM PROPERTY LINE, 25% MAXIMUM OPENINGS BETWEEN 3' AND 5' TO PROPERTY LINE). OVERHANGS MUST BE A MINIMUM 2' FROM PROPERTY LINE, EXCEPT STEEL GUTTER ALLOWED CLOSER AND 5/8" GWB SHEATHING REQUIRED ON UNDERSIDE WHEN 5' OR LESS FROM PROPERTY LINE. EGRESS WINDOWS: REQUIRED FOR 1 WINDOW/BEDROOM OR SLEEPING AREA (BELOW 4TH FLOOR) AND 1 WINDOW/BASEMENT. a, MIN. NET CLEAR AREA = 5.7 SQ. FT., (MIN. 3'0" x 4'6" IF DOUBLE HUNG OR 4'0" x 3'6" WINDOW IF SLIDER). 5.0 SQ. FT, IF SILL HEIGHT IS WITHIN 44" OF GRADE (ABOVE OR BELOW). b MIN, NET CLEAR OPENING WIDTH = 20"; MIN, NET CLEAR OPENING HEIGHT = 24" c. MAX. SILL HEIGHT = 44" (ONE PERMANENTLY INSTALLED STEP WITH MAX. 8" RISE AND MIN, 9" RUN OKAY FOR EXISTING BEDROOMS), REQUIRED GLAZING FOR HABITABLE ROOMS: a. MIN. GLAZED EXTERIOR OPENING AREA = 8% OF FLOOR AREA. b. GLAZED OPENINGS NOT REQUIRED WHERE PERMANENTLY INSTALLED ARTIFICIAL LIGHT IS PROVIDED. c. OK IF OPENINGS ARE BELOW DECK & ROOFED PORCHES w/MIN, CEILING HEIGHT OF 7 FT, (LONG SIDE 657 OPEN), MECHANICAL/VENTILATION: REQUIRED FOR HABITABLE ROOMS OF ADDITIONS AND ALTERATIONS MORE THAN 500 SQ, FT. OR THAT INCLUDE A KITCHEN, BATHROOM AND OTHER AREAS WHERE COOKING ODOR OR EXCESS WATER VAPOR WILL BE PRODUCED. a. MIN. 50 CFM FOR BATHROOM AND LAUNDRY; MIN. 100 CFM FOR KITCHEN, b. MIN. AIR INTAKE OPENINGS = 4 SQ. IN. PER ROOM. c, WHOLE HOUSE FAN MUST OPERATE AS SPECIFIED IN IRC M1507.3 SMOKE ALARMS: REQUIRED INSIDE AND OUTSIDE OF SLEEPING AREAS AND ON ALL FLOORS. DIRECT WIRING IS REQUIRED FOR SMOKE DETECTORS, UNLESS REMOVAL OF INTERIOR WALL OR CEILING FINISHES IS NECESSARY TO INSTALL THE WIRING. CARBON MONOXIDE ALARMS: REQUIRED OUTSIDE SLEEPING AREAS AND ON ALL FLOORS, UNLESS WORK ONLY INVOLVES EXTERIOR SURFACES OF THE BUILDING, STAIR REQUIREMENTS: (APPLIES TO ALL R-3 STAIRS AND R-2 PRIVATE STAIRWAYS): a. MIN, WIDTH = 36" b. MAX. HEIGHT/RISE = 7-3/4"; MIN, TREAD RUN = 10" c. MIN. HEADROOM = 6'8" d. HANDRAIL 34"-38" ABOVE TREAD NOSING (RETURN ENDS) e. HANDRAIL GRASP DIMENSION: MIN, 1-1/4", MAX, 2" f. WINDING STAIRS: 1. MIN. TREAD RUN AT NARROWEST POINT = 6" 2. MIN, TREAD RUN 12" FROM NARROWEST POINT = 10" g. SPIRAL STAIRS; 1. MIN. CLEAR WALKING AREA WIDTH = 26" 2. MIN. TREAD RUN 12" FROM NARROWEST POINT = 7-1/2" / MAX. RISER HEIGHT = 9-1/2" 3, MIN. HEADROOM = 6'6" CEILING HEIGHT IN ADDITIONS AND ALTERATIONS (SEATTLE): a, MIN. 710": FOR NEW CONSTRUCTION OR ADDITIONS b. MIN, 614": IF BUILDING WAS IN EXISTENCE PRIOR TO 10/17/79 (SEE DR 23-2008 FOR SPECIFICS), c, ROOMS WITH SLOPED CEILINGS REQUIRE MINIMUM CEILING HEIGHT IN 1/2 OF THE AREA. (PORTIONS OF THE ROOM WITH CEILING HEIGHT LESS THAN 5 FT. DO NOT COUNT IN TOTAL AREA). INSULATION, 1, FACED BATTS ARE LAPPED AND FACE STAPLED AT FRAMING MEMBERS. 2, ALL EXTERIOR WALL CAVITIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING, WIRING, AND PLUMBING, 3. ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID BOARD INSULATION BEHIND THEM, 4. UNDER -FLOOR INSULATION IS SUPPORTED BY LATH, TWINE, OR OTHER NON -COMPRESSING MEANS, 5. ATTIC ACCESS IS BAFFLED, WEATHER-STRIPPED AND INSULATED. Y�St 3?1if i`�§ �4} ZJU ': REQUIREMENTS INSULAFTION AND FENESTRATION Y 3°r`�;'� k �, .���'•'<`` zs }r� '"kk�� «t" �3I?a 4;;P a &y�� 4..\\���i�-?��kXr"�„�. f.�" !,tt $y a�,;±�,4 d�11F �u 4,�..�� `}, t} m���u(���iy+sr�',�fy :��.ssE� $� m�'�W",f'�YJ�� vn�l`�,}", < ✓J .�i'.t,.yY$`,�'rt`,�°k � h� ,�,;.Z•��� M"4 FA �tY py!a l✓� S��k� '4k1A@}"{���., FENESTRATION U -FACTOR (k) R402,l Ik S' ifi.�A � {p/�{, J lv"�,'F Fy ;�,�,. , 0,30 0.30 W2 - SH - EGRESS SKYLIGHT U -FACTOR (k) 0.30 0,50 WSEC 0.30 GLAZED FENESTRATION SHGC (k,e) WSEC NR W5 - XO - EGRESS WSEC CEILING R -VALUE (b) W6 - XO - SAFETY - FROSTED 49 0.30 D1- SOLID WOOD FRAME WALL R -VALUE (c) 0.30 21 INT WSEC 0.30 MASS WALL R -VALUE (d) 8 21/21 0 1 FLOOR R -VALUE 0 30 1 2 BELOW -GRADE WALL R -VALUE (e,c) 10/15/21 INT + TB 3 6 SLAB R -VALUE & DEPTH (g,h) 10, 2FT ENERGY REQUIREMENTS FOR ALTERATION AND ADDITIONS, PRESCRIPTIVE APPROACH - WSEC TABLE 8402.1,1 a, R -VALUES ARE MINIMUMS. U -FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R -VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R -VALUE SPECIFIED IN THE TABLE, THE VALUES IN ITEMS B. THROUGH H. BELOW APPLY TO ALTERATIONS AND ADDITIONS, AND ARE FOR WOOD FRAMING ONLY - METAL FRAMING NOT ALLOWED UNDER PRESCRIPTIVE APPROACH, FOR ALTERATIONS ONLY, WHERE EXISTING FRAMING REMAINS AND THE FRAMING CAVITY IS EXPOSED DURING CONSTRUCTION, THE CAVITY MUST BE FILLED WITH INSULATION. WHERE THE FRAMING CAVITY IS NOT EXPOSED DURING CONSTRUCTION, NO ADDITIONAL INSULATION IS REQUIRED. WHERE NEW FRAMING IS INSTALLED, FULL INSULATION IS REQUIRED AS SPECIFIED BELOW: b. MIN. CEILING INSULATION = R-49 (R-38 IF FULL THICKNESS OF INSULATION EXTENDS OVER THE WALL TOP PLATE) FOR SINGLE RAFTER OR JOIST -VAULTED CEILINGS, THE INSULAITON MAY BE REDUCED TO R-38. c. INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION, LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3,5 INCHES ARE EXEMPT FROM THE INSULATION REQUIREMENT. d. MIN ABOVE -GRADE "MASS WALL" INSULATION (TYPICALLY CONCRETE OR CMU) = R-21 CAVITY OR R-21 CONTINUOUS, THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIRO OF THE MASS WALL. e, "10/15/21 + TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21 +TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "TB" MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. MIN. FLOOR INSULATION ABOVE UNHEATED SPACE = R-30 MIN, PERIMETER INSULATION FOR UNHEATED SLAB ON GRADE = R-10 UNDER ENTIRE SLAB PLUS R-10 FOR 2 FEET h. MIN, INSULATION FOR HEATED SLAB ON GRADE = R-10 UNDER ENTIRE SLAB PLUS R-10 PERIMETER INSULATION. SEE R402.2.9.1 OF THE WSEC. i. MAX; WINDOW AND DOOR (FENESTRATION) U -FACTOR = U-30. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. IN ANY ONE DWELLING UNIT (INCLUDING BOTH NEW AND EXISTING PORTIONS), ONE SIDE -HINGED DOOR UP TO 21 SQ FT PLUS UP TO 15 SQ FT OF GLAZED FENESTRATION CAN BE EXEMPT FROM U -VALUE REQUIREMENTS. k. MAXIMUM SKYLIGHT U -FACTOR = 0.50. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION, OTHER: ADD NOTES FOR ENERGY CERTIFICATE (R401.3)), DUCT LEAKAGE TESTING IF FURNACE REPLACED (R101.4.3.1( m. WASHINGTON STATE ENERGY CODE, ALTERATIONS: PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED, EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION MAY BE FILLED WITH INSULATION, 2X4 WALLS SHALL BE INSULATED TO A MINIMUM OF R-15. f. 9. FOUNDATION LOCATION: PROPERTY CORNERS MUST BE ACCURATELY DETERMINED AND INDICATED ON SITE FOR FOUNDATION INSPECTION, A SURVEY MAY BE REQUIRED FENCE LOCATIONS WILL NOT BE ACCEPTED AS ESTABLISHING PROPERTY CORNERS, GARAGE -DWELLING FIRE SEPARATION A. 1-3/8" SOLID -CORE WOOD, 1-3/8" SOLID OR HONEYCOMB STEEL, OR 20 MIN. RATED GARAGE /DWELLING DOOR EQUIPPED WITH A SELF-CLOSING DEVICE. B MIN. 1/2" GYPSUM WALLBOARD AT GARAGE WALLS AND 5/8" TYPE X GYPSUM BOARD CEILING SEPARATING GARAGE FROM DWELLING IF APPLICABLE. C, MIN, 1/2" GYPSUM WALLBOARD WRAPPING POSTS, BEAMS AND WALLS SUPPORTING THE DWELLING ABOVE THE GARAGE IF APPLICABLE, WASHINGTON STATE ENERGY CREDIT CALCULATION: 1. 270 SF OF NEW ENCLOSED FLOOR AREA. 0.5 CREDITS REQ'D. ENERGY CREDITS CHOSEN: 5a: EFFICIENT WATER HEATING 5a: 0.5 PTS ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS. Vertical Fenestration (Windows and doors) Component Description Ref. U -factor W1- F WSEC 0.30 W2 - SH - EGRESS WSEC 0.30 W3 - XO WSEC 0.30 W4 - XO WSEC 0.30 W5 - XO - EGRESS WSEC 0.30 W6 - XO - SAFETY - FROSTED WSEC 0.30 D1- SOLID WSEC 0.30 D2 - SOLID WSEC 0.30 WINDOW & DOOR SCHEDULE NOTES: 1, XO = SLIDER, SH = SINGLE HUNG, DH = DOUBLE HUNG, FIX = PICTURE, C = CASEMENT 2, IF CONTRACTOR DECIDES TO REPLACE WINDOWS, THEY MUST MEET ENERGY PERFORMANCE STANDARDS, HEAT TREATMENT REQUIREMENTS AND EGRESS REQUIREMENTS, 3. ALL WINDOWS SHALL BE NFRC CERTIFIED 4, CONTRACTOR TO VERIFY EGRESS AND HEAT TREATMENT REQUIREMENTS WITH WINDOW & DOOR MANUFACTURER. 5. CONTRACTOR TO VERIFY WINDOW AND DOOR DIMENSIONS PRIOR TO ORDERING WINDOWS, 6. EGRESS WINDOWS SIZED FOR "MILGARD STYLE LINE" SERIES WINDOWS. CONTRACTOR TO VERIFY EGRESS REQUIREMENTS IF A DIFFERENT MANUFACTURER / MODEL IS CHOSEN. OTHER REQUIREMENTS: a. GUARDRAILS: MIN. 36" HT, MAX. 4" SPACING BETWEEN INTERMEDIATE MEMBERS (42" MIN. HT. FOR R-2 EXTERIOR). b. FLOORINGS: BOTTOM MIN. 12" BELOW GRADE, TOP OF FOUNDATION WALL MIN. 6" ABOVE GRADE. c, CONCRETE SLABS ON GRADE: 3-1/2" MIN, THICKNESS. d, PIER BLOCKS: MIN, 12" X 12" SIZE; RESTING ON CONCRETE PAD MIN. 12" BELOW GRADE. e, FOUNDATION WALLS: PROVIDE ONE (1) #4 REBAR TOP AND BOTTOM AND AT ALL WINDOWS/DOOR OPENINGS. LIMIT 4' MAX. BACKFILL. f. FOUNDATION ANCHOR BOLTS: MIN. 1/2" X 10", 6 FT. ON CENTER MAX. WITH TWO (2) BOLTS PER PIECE OF PLATE AND AT LEAST ONE (1) BOLT WITH 12" AT END OF EACH PIECE (REQUIRED FOR NEW CONSTRUCTION). ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD, AND OSB BOARD ARE STAMPED WITH EXPOSURE '1' OR 'EXTERIOR' h, WATER HEATER STORAGE TANK LABELED AS MEETING 1987 NAT'L APPLIANCE ENERGY CONSERVATION ACT, ASHRAE STANDARD 90A-1980 INSULATION TO R-16 OR R-10 PAD IF LOCATED OVER UNINSULATED SLAB. i, INSULATE HOT AND COLD WATER PIPES TO R-3 IN UNHEATED AREAS. SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2,5 GPM WOOD STOVES AND FIREPLACES. HAVE TIGHT FITTING DOORS, OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ACCESSIBLE DAMPER, MIN 6 SQ IN FREE VENT AREA. TIGHT FITTING FLUE DAMPERS REQ'D, I. ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT VENT OR FORCED DRAFT VENTING, m, RECESSED LIGHTS ARE I.C. RATED, DOUBLE WALL CAN LIGHTS OR WITHIN SEALED WPGWB BOX -IN. g. k. ACTUAL SIZE Width Height Sill Qt. Feet Inch Feet Inch Feet Inch 2 4 4 3 3 2 5 2 2 8 4 5 2 5 1 3 0 3 O 3 9 1 4 4 3 8 3 0 1 6 0 4 1 2 2 1 3 6 1 5 4 11 1 3 0 6 8 0 0 1 2 8 2 8 0 0 Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Area UA 28.2 . 8.45 23.6 7.07 9.0 2.70 15.9 4.77 24.5 7.35 5.0 1.49 20.0 6.00 7.1 2.13 133.2 39.95 0.30 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 6 2018 PERMIT CENTER DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 w 0 CO rn 0 co 0 03 0 0 w c 0 APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL L&T INVESTMENTS 10333 51ST AVE S TUKWILA, WA 98178 GENERAL NOTES & O O 0 O 0 z SCHEDULE CONTACT: ANDREE YEN (206) 432-1111 JOB NO, 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A1 . 1 28'-4" / 4'-10" 10'-9" 5'-42" 2'-8" 3'-3" O CV • 1) • -86 4'-62" 2'-8" 5' //////A t///,/////////iii//1----1//i//i / / / / BEDROOM / / / /21_8n 3'-72" / D2 / / / BATH f\ / / 3i_g2n 30" 30" tb `2��t r�•r�� r- 2 / / 5'-6" // / / O 9 MUD 6 / / / / / / °/ x ✓ `/_ 31.52" BEDROOM 3'-11" ii • 1- 5'-2" 56!' /* r / 7T7 / / / /////////////, 4'-11" 4'-8" COAT Ji / 12'-1" L • SIN 0 CV -IN N \_ • r=1N O �--IN 36" • ---IN -c17 Lri) 100CFM KITCHEN 0=0 0=0 36" REFR ///////////// 9'-5" 4'_4" LIVING 1 ///////////// 14'-7" / / SIN • / 28'-4" PROPOSED BASEMENT FLOOR PLAN 22x34: SCALE 1/4 1'-0" 11x17: SCALE 1/8" = 1'-0" 0' 1' 4' ss1111111111111111 • LEGEND //// WOOD STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. SMOKE DETECTOR INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP, EF EXHAUST FAN (INTERMITTENT 50 CFM U.N.O. 0 SEE DOOR AND. WINDOW SCHEDULE ON SHEET A1,1 FOR DETAILED INFO. SEE 2/A5,1 FOR FRAMING INFO, GENERAL NOTES A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, B, CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD 13E VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED. C. SEE SHEET A1,1 FOR COMMON CODE REQUIREMENTS. D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE _DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS, SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED, F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER, G. ALL DIMENSIONS TO STUD WALL H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES. J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE. PLAN KEYNOTES 1. TANKLESS WATER HEATER. 2. FIRE PLACE TO REMAIN. 3. CONTRACTOR TO VERIFY WINDOW MEETS MINIMUM EGRESS REQUIREMENTS OF 5.7 SQ -FT OF NET CLEAR OPENING ANDA MAX SILL HEIGHT OF 44". REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 062010 PERMIT CENTER U DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 Lu 0 rn 0 co 0 00 rn 0 0 APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL 51ST AVE S DORMER L&T INVESTMENTS 10333 51ST AVE S TUKWILA, WA 98178 CONTACT: ANDREE YEN (206) 432-1111 JOB NO. 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.1 / 28'-4" / 4 / -IN t • 15'-52" 0 4'-3" mem I c CV • -I 0 • / 81-94 1 / / /////////////�//////// MASTER BEDROOM 9'-82" 5'-3" • -----�-�'---' / ' IpPrIllEF / 100CFM / IA1111. 1P1 MASTER •" N / / BATH `� / fw------- ���- =/ 172-1// 4'-9" / 9'-32" „ 4' / /// /0 W.I.C. / / / // l/ / / / / / / / I / / zy/ / / / / / l 1 5'-114" 13'-7" • 8'-9 ATTIC 28'-4,, PROPOSED MAIN FLOOR PLAN 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-0" 0' 1' 2' 4' IIIIIIIIIIIIIIIII d fa LEGEND //// WOOD STUD WALL. SEE 1/A5,1 FOR FRAMING INFO, SD SMOKE DETECTOR INDICATES REFERENCE.. TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP, EXHAUST FAN (INTERMITTENT) 50 CFM U,N,O, O SEE DOOR AND WINDOW SCHEDULE ON SHEET AU FOR DETAILED INFO. SEE 2/A5.1 FOR FRAMING INFO, GENERAL NOTES A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED, C. SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS, D, CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS, E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA, DIRECT WIRING REQUIRED, F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER, G, ALL DIMENSIONSTO STUD WALL, H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION, I, CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION, CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES, J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE, PLAN KEYNOTES 1. CONTRACTOR TO VERIFY WINDOW MEETS MINIMUM EGRESS REQUIREMENTS OF 5,7 SQ -FT OF NET CLEAR OPENING AND A MAX SILL HEIGHT OF 44" REVIEWED FOR CODE COMPLIANCE APPROVED OCT. 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 062018 PERMIT CENTER DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 w o APPROVAL STAMP ENGINEER STAMP L&T INVESTMENTS 10333 51ST AVE S TUKWILA, WA 98178 UPPER FLOOR PLANS CONTACT: ANDREE YEN (206) 432-1111 JOB NO, 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.2 PROPOSED ROOF PLAN 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-O" 0' 1' 2' 4' LEGEND ROOF LINE GUTTER INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION PLAN KEYNOTES 1, DOWNSPOUT. STORM WATER TO BE MITIGATED VIA SPLASH BLOCKS OR PER DEFERRED SUBMITTAL CIVIL PLAN, REVIEWED FOR CODE COMPLIANCE APPROVED 'OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 6 2018 PERMIT CENTER DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 w o rn 00 CO 0 0 MINI um NW Ce� W N 0 0� 0 Wtro z �. W t- >; W APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL 51 ST AVE S DORMER L&T INVESTMENTS 10333 51ST AVE S TUKWILA, WA 98178 ROOF PLAN CONTACT: ANDREE YEN (206) 432-1111 JOB NO. 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.3 4 RIDGE HEIGHT 4 DORMER TOP PLATE UPPER LEVEL FINISH FLOOR MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR NORTH ELEVATION RIDGE HEIGHT DORMER TOP PLATE 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-O" UPPER LEVEL FINISH FLOOR MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR 11111111111111111111111111111I11111111111111I111111 L 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I I D1 0 0' 1' 2' 4' 8' EAST ELEVATION 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" 0' 1' 2' 4' 8' REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 06 2018 PERMIT CENTER DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 0 CO rn 0 co 0 co rn 0 w 0 T APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL L&T INVESTMENTS 10333 51ST AVE S TU KWI LA, WA 98178 ELEVATIONS CONTACT: ANDREE YEN (206) 432-1111 JOB NO. 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A3.1 RIDGE HEIGHT DORMER TOP PLATE UPPER LEVEL FINISH FLOOR MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 —t 1 1 I I 1 1 1' 1 1 1 1 1 1 1 RIDGE HEIGHT 4 DORMER TOP PLATE SOUTH ELEVATION 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-O" UPPER LEVEL FINISH FLOOR MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I III 11 I 1[111101 I 11111 111 1 1 1 1 111 11yl 1 111 1 1 1 1 1 1 1 I I -1- I l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 14 0 D2 �W3 7 11 i 1 1 1 t( 1 I 1 3 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 0' 1' 2' 4' 8' WEST ELEVATION 22x34: SCALE 1/4" =11-0" 11x17: SCALE 1/8" = 1'-0" 0' 1' 2' 4' 8' cV REVIEWED FOR. CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA . SEP 0 6 2010 PERMIT CENTER j DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 w 0 U.1 CO rn 0 CO • CO 0 0 APPROVAL STAMP ENGINEER STAMP A RESIDENTIAL REMODEL 51ST AVE S DORMER L&T INVESTMENTS 10333 51ST AVE S TUKWILA, WA 98178 ELEVATIONS CONTACT: ANDREE YEN (206) 432-1111 JOB NO. 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A3.2 WALL SHEATHING PER PLAN SIDING AND MOISTURE BARRIER 7 FULL DEPTH BLKG MAY BE DRILLED FOR VENTING TORCH DOWN OR ROOFING MEMBRANE ROOF SHEATHING PER PLAN WIND BAFFLE 2% SLOPE affri rirl rf fl rf -r ripvirrwiripwritrirwirrrnirwr I..► 1��111,11 11J.I.1J.1.►= il..L1 I. 1 J. 1 1 1 1 1.1.1 J- 1 �.. .� 40, 412 1/2" GYPSUM WALL BOARD 2x12" RAFTERS R-21 BATT INSULATION FOR 2x6 WALLS OR R-21 RIGID INSULATION FOR 2x4 WALLS BATT INSULATION. SEE 3/A5.1 FOR7HANGER PER PLAN ADDITIONAL INSULATION AND VENTILATION INFO. i RIDGE BEAM PER PLAN / 7 i i i POST PER PLAN 2x STUDS PER STRUCTURAL 7 7 SOLE PLATE AND 8d i @ 12"o/c NAILING FLOOR SHEATHING PER PLAN i i 7 i i (E) ROOF RAFTERS BEYOND LIVING SPACE i \n IX' 11 (E) 2x4 STUDS 11 LIVING SPACE SOLID BLOCKING OVER SUPPORT BEAMS & @ BEARING PARTIONS, WAIWAST ASSWAVISAW 111 Illatitalt r L L J %� BUILDING SECTION CRAWL SPACE PAD FOOTING PER PLAN POST PER PLAN 'MN POST PER PLAN POST BASE PER PLAN STRUCTURAL ELEMENTS ARE FOR REFERENCE ONLY. IF DISCREPANCES OCCUR, STRUCTURAL DRAWINGS GOVERN DESIGN. 4. 22x34 SCALE: 1°-1^p" A4,1 22x34 SCALE: 1" =1'-0" 11x17 SCALE: 2.114-011 DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION APPROVAL STAMP ENGINEER STAMP ct O Ju W O co w -J 0071 Ili Irma Ct 4C"Q L&T INVESTMENTS 10333 51ST AVE S TUKWILA, WA 98178 RECEIVED CITY OF TUKWILS► JOB NO. SEP 0 6 2018 Z 0 1- 0 W U) 0 Z 0 -J m CONTACT: ANDREE YEN (206) 432-1111 18-153 HALF SCALE 11x17 FULL SCALE 22x34 PERMIT CENTER SHEET A4.1 (E) JOIST OR RAFTER 2X BLOCKING w/ (3) 10d EA END UNLESS PERP, FRMG ABOVE SOLE PLATE w/ (3) 8d @ 16"o/c (E) SHTG (E) JOIST REMOVE FINISHES PER CONTRACTOR RECOMMENDATION (3) 10d @ EA BLKG DOUBLE TOP PLATE (N) INTERIOR NON-BEARING WALL NEW INTERIOR WALL SECTION SCALE: 1"=1'-0" JOIST OR RAFTER/TRUSS. 2X BLOCKING w/ (3) 10d EA END UNLESS PERP, FRMG ABOVE PWDR ACTUATED FASTENERS EMBEDDED 1" INTO SLAB @ 16" O.C, CONC, SLAB REMOVE FINISHES PER CONTRACTOR RECOMMENDATION (3) 10d @ EA BLKG DOUBLE TOP PLATE (N) INTERIOR NON-BEARING WALL P.T. SOLE PLATE w/ GALVINIZED NAILS OR BETTER CRIPPLE STUDS TO ALIGN w/ STUD WALL FRAMING 0 0 uJ a 0 OPENING • SOLE PLATE IRO) ROUGH OPENING CONT DBL TOP PLATE CRIPPLE STUDS TO ALIGN w/ TRIMMERS HEADER PER PLAN FLUSH TO EXTERIOR FULL HEIGHT KING STUD OR POST PER PLAN `— OPTIONAL 2X TO MATCH WALL TYPE STUD WALL FRAMING 2X TRIMMER (JACK STUD) QTY PER HEADER SCHEDULE, FACE NAIL TO KING STUD r� DOUBLE 2X SILL PLATE CRIPPLE STUDS TO ALIGN w/ STUD WALL FRAMING .1 TYP. OPENING FRAMING �A5SCALE: 1/2"=1'-0 PROVIDE (3) 1-3/8" SCREENED VENTILATION HOLES — OR A MECHANICAL VENT EA END OF EA BAY PROVIDE 112 SLOPE MIN U,N,O, PROVIDE SLOPED FRAMING OR USE SLOPED RIGID FOAM AS REQ'D TORCH DOWN OR ROOFING MEMBRANE Lu U 0 ROOF SHTG 11-1/4" DEEP JOIST OR BETTER R-38 ROOF INSULATION CONT. WIND BAFFLES REQ'D TO ALLOW V' AIR SPACE, OPTION #1 10 4' THICK R -38C ECO -TOUCH ROOF. INSULATION CONT. WIND BAFFLES ARE NOT REQ'D IF A 1" AIR SPACE IS PROVIDED, OPTION #2 FLAT ROOF VENTILATION DETAIL SCALE: 1"=11-0" REVIEWED FOR CODE COMPLIANCE •,. APPROVED OCT 312018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 6 2018 PERMIT CENTER DESCRIPTION PERMIT SUBMITTAL CORRECTION CYCLE 1 w 0 co co 0 co 0 0 w 0 Q w Z J G. IL rt N 0 0• V N (_ w� � w C0 APPROVAL STAMP ENGINEER STAMP ct W t 0 J Q O CO LU W cc J ,~ W Q < 2 W cn C/) Z 061— ‹ • In"LC) J 10333 51ST AVE S TUKWLA, WA 98178 CONTACT: ANDREE YEN (206) 432-1111 JOB NO. 18-153 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A5.1 GENERAL NOTES All design and construction shall conform to the requirements of the International Building Code 2015 Edition. Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with any construction or demolition. Contractor shall notify the Architect of any discrepancies or field changes Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. Contractor shall provide adequate shoring and bracing of all structural members, existing construction and soil excavations as required, in a manner suitable to the work sequence. Temporary shoring and bracing shall not be removed until all final connections have been completed in accordance with the drawings and materials have achieved design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing and all connections to the floor framing per these details are complete. CHANGES: No changes to these structural drawings are permitted without written consent of the Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate. SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or construction for all the following: Structural steel, steel canopies, glued -laminated members and pre -manufactured wood members. Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal and signature of the Washington State Registered Professional Engineer who is responsible for the design, and shall be submitted to the Architect and Building official for review prior to fabrication. FOUNDATIONS Concrete foundations shall bear on stiff, competent, undisturbed native soil. Prior to construction, the contractor shall obtain confirmation from the Building Official that the native soil at this project is adequate to support the following bearing pressure: Allowable bearing pressure used for structural design = 2000 psf (assumed) Where footings must bear on structural fill due to inadequate soil conditions, the fill shall be mixed and compacted in accordance with specifications provided by a Geotechnical Engineer licensed in the State of Washington. Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade unless required otherwise by the Building Official. The contractor shall confirm the minimum frost depth with the Building Official prior to excavation. CONCRETE. Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural Concrete for Buildings." CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength Pc at 28 days shall be as follows: Slab -on -grade, Curbs and Pads - 2000 psi Footings 2500 psi Walls, Stems 3000 psi (2500 psi used for structural design) Water/cement ratio shall be measured by weight and shall be based on the total cementitious material. Water/cement ratio shall be determined by the supplier based on strength requirements and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs but shall conform to ASTM C 464, and be used in accordance with the manufacturer's recommendations. CaCI and other water-soluabte chloride admixtures shall not be used. REINFORCING STEEL: All reinforcing shall be deformed these drawings and properties below: All reinforcing unless noted otherwise #3 stirrups and ties Welded rebar Galvanized Welded Wire Fabric bar (rebar) with bar diameters specified in ASTM A615, Grade 60 ASTM A615, Grade 40 ASTM A706, Grade 60 ASTM A165 Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures." Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown, reinforcing bars shall be lapped as follows: #5 and smaller - 48 bar diameters #6 and larger - 60 bar diameters Minimum concrete cover over reinforcing shall Nonstructural Slab -on -grade Wall Bars: interior face exposed to earth/weather Footings: Bottom Bars Top Bars Side Bars be as follows: Mid -Depth 3/4" 1-1/2" (#5 and smaller) 2" (#6 and larger) 3" (cast against earth) 1-1/2" 2" Provide supports as required for proper alignment and concrete cover around the reinforcement. Consult the CRSI Manual of Standard Practice MSP -1 for specific information. ANCHORS Use of drilled concrete anchors, including expansion bolts and adhesive anchors, where not specified in these documents shall be subject to approval by the Architect. EXPANSION BOLTS: Expansion bolts in solid concrete shall be wedge -type anchors made of carbon steel. Bolt size, spacing and embedment length shall be as designated in these drawings. Bolts shall be installed per the manufacturer's instructions with inspection per schedule. Expansion bolts shall be Simpson Strong Bolt 2 or approved equal. A current ICBG or ICC Report shall be submitted for alternates. ADHESIVE ANCHORS: Adhesive or epoxy type anchors in solid concrete shall be installed per the manufacturer's instructions. Anchor size, spacing and embedment length shall be as designated in these drawings. Adhesive shall be Simpson AT -XP. A current ICBG or ICC Report shall be submitted for alternates. SHEET INDEX S1 STRUCTURAL NOTES AND FRAMING DETAILS S2 FOUNDATION PLAN AND MAIN FLOOR FRAMING PLAN S3 ATTIC AND ROOF FRAMING PLANS WOOD SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted below or better: Use . Wall Studs Plates & Planks Joists & Rafters 4x Beams 6x Beams Posts 2x4 T&G Decking Grade Stud Hem Fir #2 Hem Fir #2 Douglas Fir -Larch #2 Douglas Fir -Larch #2 Douglas Fir -Larch #2 Douglas Fir -Larch Select Fb (psi) 675 850 850 900 875 750 1750 All lumber and plywood in contact with concrete, stucco, masonry or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such as Alkaline-Copper-Quatemary "ACQ" or Copper Azole "CBA". type A and B. All wood connectors shall be manufactured by Simpson Strong Tie Company (or approved equal), and of the size and type shown on the drawings. All wood connectors in contact with preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating). RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood Association. Sheathing shall be as follows: Shear Wall Shtg 7/16" 32/16 C -D INT APA with Exterior Glue (CDX) Roof Shtg 15/32" 32/16 C -D INT APA with Exterior Glue (CDX) Sub Floor Shtg 3/4" 48/24 T&G C -D INT APA with Exterior Glue Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing shall be blocked at alt panel edges as shown in the shear wall schedule. GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be applied immediately after trimming either shop or field. Members shall be Visual Graded Westem Species Inductrual, Architectural or Premium grade with strength as follows: Symbol Species Fb E GLB 24F -V4 DF/DF 2400/1850 psi 1,800,000 psi GLB 24F -V8: DF/DF 2400/2400 psi 1,800,000 psi ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by Trus -Joist, Boise Cascade or approved equal and shall have the following minimum strength (based on 12" member depth): Symbol Fb E PSL 2900 psi 2,000,000 psi LVL 2600 psi 2,000,000 psi LSL 1700 psi 1,300,000 psi Versa -Lam (13A-25/8") 2800 psi 2,000,000 psi VersalLam (314" & wider) 3100 psi 2,000,000 psi PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer licensed in the State of Washington, who is regularly engaged in the design of plate -connected wood trusses. Truss design shall be accordance with IBC Section 2303.4. Trusses shall be designed for 10 psf top chord dead load plus 5 psf bottom chord dead load (15 psf total). In addition to dead loads, the design shall include the live, wind, snow and snow drift loads as identified in the "Design Loads" section of these drawings. In addition, the truss design shall include concentrated and axial loads shown on framing plans and hanger schedules in these drawings. Trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings. Trusses shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses shall be supplied with the proper hangers, end connections, bridging, bracing to provide lateral stability of all truss members, and tie -down connections to beams and tops of walls. Trusses shall be supplied with tapered hardwood shimming so that every chord bears on the full width of every support, without notching the truss members. The truss manufacturer is responsible for ensuring the bearing seat does not exceed the sill plate capacity of the supporting element. PREMANUFACTURED WOOD I -JOIST: Shall be fabricated by Truss -Joist or Boise Cascade. Alternative manufactures must be approved by the Architect or Engineer. Joists shall be installed according to the manufactures instructions including blocking, web stiffeners, bridging, etc. Fasten joists to supports as recommended by the joist and hanger manufacturer. Provide temporary bracing as recommended by the manufacturer to hold joists in place until permanently secured, Cut openings in joist webs only as allowed by the manufacturer. MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood framing shall befastened in conformance with IBC Table 2304.9.1 Joists/Rafters Joist/Rafter to plate, sill or girder (3) 8d common toe nail Blocking/Bridging Bridging to joist Blocking between joist to top plate Double top plates Top plate to studs Nail together intersections, ends Lap splices Sole plate Sole plate to studs Sole plate to rim joist/blocking Studs Built up stud posts & corners Studs to header (2) 8d common toe nail (3) 8d common toe nail (2) 16d common end nail 16d common 16" o.c. face nail (2) 16d common face nail (8) 16d common face nail (2) 16d common end nail or (4) 8d common toe nail 16d common 6" o.c. face nail 10d common 8" o.c. face nail (4) 8d common toenail BUILDING OFFICIAL INSPECTIONS The following recommended minimum items shall be inspected by a qualified individual provided by the Building Official: -Footings bear on competent native soil per the "Foundations" section above - Footing reinforcement -Shear wall sill plate anchors and washers per schedule - Shear wall nailing and shear clips per schedule -Shear wall hold-downs -Verify type, size and grade of structural steel members and bolts DESIGN LOADS LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7 L = 40 PSF (Residential) SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following Factors: Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0 Roof Snow Load Ps = 25 psf Is = 1.0 TYPICAL DETAILS In addition to the details and schedules on the framing plans, those noted as "Typical" shall be used throughout the structure as applicable. MAIN FLOOR POST PER PLAN (4) 16d (4) 16d 2x BLOCKING FLOOR JOISTS POST PER PLAN --, BASE CONNECTION ~� PER PLAN .I FOOTING PER PLAN POST BETWEEN JOISTS POST AT JOISTS (4) 16d PC POST CAP POST AT BEAM MAIN FLOOR POST PER PLAN (4) 16d EXISTING FLOOR BEAM 4x4 OR 6x6 DF#2 POST (MATCH BEAM WIDTH) BASE CONNECTION PER PLAN FOOTING PER PLAN DIAPHRAGM NAILING SCHEDULE LOCATION SHEATHING BLKG REQD SIZE OF NAIL NAIL SPACING AT BOUNDARIES AND "OTHER" PANEL EDGES NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS NAIL SPACING AT BLOCKED PANEL JOINTS ROOF SEE STRUCT NOTES NO 10d 6" OC 12" OC 6" OC SUB-FLR NO lOd & GLUE 6" OC 12" OC 6" OC DIAPHRAGM NOTES 1 1 ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION OF THE PLYWOOD SPAN PER DIAPHRAGM DETAIL 2. PROVIDE BOUNDARY NAILING CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE DIAPHRAGM 3. NAILS SHALL BE COMMON OR GALVANIZED BOX 4. ALL FRAMING MEMBERS SHALL BE 2x MINIMUM NOMINAL WIDTH BLOCKED DIAPHRAGM WHERE INDICATED TYPICAL CONTINUOUS PANEL JOINT BOUNDARY NAILING BLOCKED CONTINUOUS PANEL JOINT INTERMEDIATE NAILING "OTHER" PANEL EDGE NAILING DIAPHRAGM DETAIL CRIPPLE STUDS AT 16" O.C. WHERE APPLICABLE TOP PLATES NAIL STUD TO HEADER W/ (8) 16d STUD(S) PER PLAN FULL HEIGHT TO TOP PLATES SOLID BLKG MATCH WIDTH OF BEAM/GIRDER BEAM/GIRDER WHERE APPLICABLE � r TRIM STUDS (TRIMMERS) — PER POST PLAN HEADER PER PLAN TOP PLATES TYPICAL NEW CRAWL SPACE POST (8) 16d EACH SIDE OF SPLICE (16 TOTAL) I } STUDS 4'-0" MIN (8) 16d EACH SIDE OF SPLICE (16 TOTAL) NII -t I NOTES: SEE STRUCTURAL NOTES FOR TYPICAL TOP PLATE NAILING NOT SHOWN 2 TYPICAL DIAPHRAGM NAILING NOTES: THIS DETAIL APPLIES AT ALL POST AND HOLD-DOWNS AT ALL LEVELS ADD SOLID BLKG. MATCHING WIDTH AND DEPTH OF POST ABOVE. RIM JOIST PER PLAN POST PER PLAN �.►---HWN PER PLAN PLAN WHERE APPLICABLE FLOOR FRAMING PER PLAN CONCRETE WALL BELOW WHERE APPLICABLE FLOOR FRAMING BOTH SIDES WHERE APPLICABLE POST PER PLAN TYPICAL HEADER DETAIL 4 TYPICAL TOP PLATE SPLICE 5 TYPICAL POST BLOCKING SIMPSON C516 WITH (20) 16d TO RIM JOIST BEAM PER PLAN /\ SUB FLOOR PER PLAN • . •ll' NOTES: 1. USE THIS DETAIL AT ALL LOCATIONS WHERE BEAM WIDTH EXCEEDS 3W' AND/OR BEAM BOTTOM BEARING IS BELOW DOUBLE TOP PLATES. 2. EXTEND BEAMS FOR 5-1/2" BEARING ON 2x6 WALLS, 3-1/2" BEARING ON 2x4 WALLS. SIMPSON CS16 WITH (20) 16d TO DBL. TOP PLATE STUD AT EACH SIDE. SHIM AS NEEDED. POST PER PLAN TOP PLATES SHIM EACH FACE AS NEEDED POST PER PLAN s ':0 BEAM PER PLAN 7.-- (2) 16d TYP (2) ROWS 16d @ 3" o.c. TYP NFULL HEIGHT STUD EACH SIDE OF POST. ATTACH WITH 16d AT 12" o.c. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 0 6 2018 PERMIT CENTER TYPICAL PLATE STRAP AT BEAMS 7 RIDGE BEAM TO POST 8 TYPICAL SHEAR WALL SCHEDULE SYMBOL SHEATHING NUMBER OF SHEATHED SIDES SHEAR WALL EDGE1 NAILING STUD/BLKG. AT ADJOINING PANEL EDGES 3 SILL PLATE / SOLE PLATE 6 SHEAR CLIPS FRAMING SIZE ANCHOR TO CONCRETE 5 NAIL/SCREW TO RIM JOIST SW1 1 8d @ 6" OC 2x 2x 5/8' DIA. AB16d ©48" OC @ 6" OC 16d TOENAIL' @ 8" OC SW2 SEE 1 8d @ 6" OC 2x 2x 5©48IAOCB 16d @ 6" OC LTP4 @ 24" OC SW3 STRUCT NOTES 1 8d @ 4" OC 2x 2x 5/8' DIA. AB ©3r OC 16d @ 4" OC LTP4 @ 18" OC SW4 1 Z 8d@3"OC 3x4 2x 5/8' DIA. AB @ 24" OC 16d@3"OC LTP4 @14"OC SW5 1 8d @ 2" OC 2 3x 2x 5/8' DIA. AB @18"OC 16d © 3" OC LTP4 © 10" OC SHEAR CLIPS PER SHEAR WALL SCHED. WHERE APPLICABLE TYP. SQUASH BLOCKS IN RIM JOISTS AT ALL POSTS AND HOLD-DOWNS, ALL LEVELS. SEE TYPICAL POST BLKG. DETAIL TYP. ANCHOR TYPE HOLD-DOWN W/ ANCHOR ROD PER HOLD-DOWN SCHEDULE TYP. 8d AT 12" o.c. NAILING AT ALL SHEAR WALL SCHEDULE NOTES 1. NAILS SHALL BE COMMON OR GALVANIZED BOX. 2. WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS X". 3. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL HORIZONTAL ADJOINING PANEL EDGES. 4. AT SW4 ONLY, 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 10d @ 3" o.c EACH FACE. 5. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"x3"x.223" STEEL PLATE WASHERS. LOCATE EDGE OF WASHER WITHIN X" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE DIAGONALLY SLOTTED 1.75" MAX. 6. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING. 7. SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL INTERMEDIATE SUPPORTS PANEL EDGE NAILING TYP. SILL/SOLE PLATE W/ ANCHORS PER SCHED. TYP. ANCHOR TYPE HOLD-DOWN PER PLAN WHERE APPLICABLE. SEE SCHEDULE FOR ANCHOR ROD TYP. SW_ —SHEAR WALL ID u SHEAR WALL KEY u u u Utl I11 111 111 111 .r' ,C1 LJ »' _Q LI LI I I 1.1 pl • BLKG PER SCHED AT HORIZ. T II ,T JI 11 LI^PANEL JOINTS w/EDGE = `-r r L -1r- 'J r — -�' NAILING BOTH SIDES OF 11 I'I I'I IL JOINT TYP. II II � II I. u 111 r) HOLD-DOWN ID SHEAR WALL II II 11 11. LOCATE VERTICAL PANEL JOINT ON STUD w/ EDGE NAILING BOTH SIDES OF JOINT -MIN (2) STUDS AT EACH HOLD-DOWN UNLESS NOTED OTHERWISE PER PLAN OR POST SCHEDULE TYP STRAP PER P STRUCTURAL NOTES TYPICAL TOENAIL TYPE HOLD-DOWN1(6 LAN TYP. - CORRECTION .TR,.�. TYPICAL SHEAR WALL SCHEDULE 12 DESCRIPTION LiJ 0 CO r-1 *-i Cr) ri 1111111 1111111 Ross Engineering Design Inc YEN DESIGN INC WWW.YENDES.COM 1622 NE 179TH ST. SHORELINE, WA, 98155 PHONE (206) 432-1111 z 0 1-1 0 0 0 E Q E 0 H UJ�, • Z c� gj • O M Q 0 �� () -1 00 STRUCTURAL NOTES AND TYPICAL DETAIL DRAWN BY AMR REVIEWED BY RNR JOB NO. 18089 SCALE NONE SHEET s,1 ER / / /. / / / / / / / //I/ //1// /1/ / / /////_ /1/// ///// __ ;4. Cfl F-02 r, UNDERMINE / / / F-03 F-04 F-04 F-03 3'-0" 634 3'-0' / / / / / / / //.////////.////,///.// / j ////7//../,/'////////;//// FOUNDATION PLAN F-02 UNDERMINE SCALE: %4" = 1'-0" ///i//./"/ ///i'//// // ./ ///;//// /////•/// // //-////; / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////////////'//////////////////.-i MAIN FLOOR FRAMING PLAN SCALE: Y4" = 1'-0" PLAN NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. STRUCTURAL DRAWINGS ARE SCHEMATIC. DO NOT SCALE. 2. FOUNDATIONS ARE DESIGNED ASSUMING 2000 PSF ALLOWABLE BEARING PRESSURE. CONTRACTOR SHALL VERIFY WITH THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. FOUNDATIONS SHALL BEAR ON STIFF UNDISTURBED NATIVE SOIL OR ENGINEERED COMPAC I ED FILL. 3. SEE STRUCTURAL NOTES ON S1 FOR FOUNDATION MATERIAL REQUIREMENTS FOOTING SCHEDULE NOTES: 1. BOTTOM OF ALL EXTERIOR AND PERIMETER FOOTINGS SHALL BE 2. 18" MIN. BELOW GRADE 3. REINFORCING SHALL BE LOCATED 3" CLEAR FROM BOTTOM OF 4. FOOTINGS UNLESS NOTED OTHERWISE F-01 16" WIDE x 8" DEEP CONT. FOOTING REINFORCED WITH (2) #4 CONT. F-02 36"x36"x8" DEEP PAD FOOTING WITH (3) #4 EACH WAY F-03 48"x36"x8" DEEP PAD FOOTING WITH (4) #4 EACH WAY F-04 18x18"x8" DEEP PAD FOOTING WITH (2) #4 EACH WAY POST SCHEDULE NOTES: 1. NAIL ALL PLIES TOGETHER WITH 10d AT 6" o.c. EACH PLY 2. TYP. TOP AND BASE CONNECTIONS AT ALL POSTS SHALL BE (4) 16d U.N.O P-01 (1) 2x FULL HEIGHT (KING) STUD + (1) 2x TRIMMER P-02 (1) 2x FULL HEIGHT (KING) STUD + (2) 2x TRIMMERS P-03 4x4 DF#2 WITH A34 AT BASE, SEE 2/S1 AT TOP P-04 (2) 2x STUDS P-05 (4) 2x STUDS P-06 6x6 DF#2 WITH (2) A35 AT BASE, SEE 2/S1 AT TOP PLAN KEYNOTES 01 EXISTING FLOOR JOISTS NO CHANGE REVIEWED FOR CODE COMPLIANCE APPROVED OCT 31 2018 City of Tukwila BUILDING DIVISION LEGEND EXISTING CONSTRUCTION CONCRETE FOOTING PER SCHEDULE CONCRETE FOUNDATION WALL BEARING WALL 2x4 STUDS AT 16"o.c. RECEIVED BEARING WALL 2x6 STUDSWTIVQ.E.TUK\A JOIST / TRUSS BEAM / HEADER SEP 0 6 2011 PERMIT CENT NON-STRUCTURAL WALL BELOW WALL ABOVE POST PER SCHEDULE HANGER PER SCHEDULE 1 PLAN KEYNOTE HOLD-DOWN ce4 DESCRIPTION w 0 0 1-1 1I M 1111111 1111111 Ross Engineering Design Inc YEN DESIGN INC WWW.YENDES.COM 1622 NE 179TH ST. SHORELINE, WA, 98155 PHONE (206) 432-1111 z 0 H 0 0 z p[ W o a � 0 0 w 0 `� z o w < 0 FOUNDATION PLAN AND MAIN FLOOR FRAMING PLAN DRAWN BY REVIEWED BY JOB NO. SCALE SHEET AMR RNR 18089 NONE S2 6) EXNO\10\55pCNPNG�, ATTIC FRAMING PLAN SCALE: %4" = 1'-0" / / / / / / / / G ROOF EXE FR o1NG No ANGE 3.5"x11.875" PSL 1 1 Vifit22 12RRF�E6A 3.5"x11.875" PSL 2411 9,."_ / V / / / ROOF E0f 1 MiNO IcHANGE 3.5"x11.875' PSL / / / / / / / / / / / / WANING OAIE / / / / / ROOF FRAMING PLAN PER ARCH'L TYP SCALE: %4" = 1'-0" HEADERS NOT NOTED ARE EXISTING WITH NO CHANGE PLAN NOTES: 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. STRUCTURAL DRAWINGS ARE SCHEMATIC. DO NOT SCALE. 2. ALL NEW EXTERIOR WALL SHALL BE SHEAR WALL SW1 PER SCHEDULE 12/S1 POST SCHEDULE NOTES: 1. NAIL ALL PLIES TOGETHER WITH 10d AT 6" o.c. EACH PLY 2. TYP. TOP AND BASE CONNECTIONS AT ALL POSTS SHALL BE (4) 16d U.N.O P-01 (1) 2x FULL HEIGHT (KING) STUD + (1) 2x TRIMMER P-02 (1) 2x FULL HEIGHT (KING) STUD + (2) 2x TRIMMERS P-03 4x4 DF#2 WITH A34 AT BASE, SEE 2/S1 AT TOP P-04 (2) 2x STUDS P-05 (4) 2x STUDS P-06 6x6 DF#2 WITH (2) A35 AT BASE, SEE 2/S1 AT TOP HANGER SCHEDULE NOTES: 1. HANGERS NOT NOTED SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER H-01 LUS26 OR BETTER H-02 LUSSU210 H-03 HUC66 MAX H-04 HU46 MAX PLAN KEYNOTES Q VERIFY EXISTING BEARING WALL AND CONTINUOUS LOAD PATH TO FOUNDATION 02 VERIFY (2) 2x6 HEADER WITH 2x TRIMMER AND KING STUD EACH END 03 TIE PLIES TOGETHER WITH 0.228"x5" TRUSSLOKS AT 12" o.c. REVIEWED FOR CODE COMPLIANCE . APPROVED OCT 312018 City of Tukwila BUILDING DIVISION LEGEND EXISTING CONSTRUCTION CONCRETE FOOTING PER SCHEDULE CONCRETE FOUNDATION WALL = -=< BEARING WALL 2x4 STUDS AT 16"o.c. + + BEARING WALL 2x6 STUDS AT 16"o.c. JOIST / TRUSS Etimosidmierin BEAM / HEADER NON-STRUCTURAL WALL B WALL ABOVE POST PER SCHEDULE ERECEIVED CITY OF TUKWILI SEP 062018 PERMIT CENTER HANGER PER SCHEDULE I>)J3 PLAN KEYNOTE X HOLD-DOWN k(46 flaarnpl DESCRIPTION w 0 0 1I M 1111111 1111111 Ffl� i Ross Engineering Design Inc YEN DESIGN INC WWW.YENDES.COM 1622 NE 179TH ST. SHORELINE, WA, 98155 PHONE (206) 432-1111 0 H H 0 z °LLJ 0 c tco w Ol E L "' 11 O M ATTIC AND ROOF FRAMING PLANS DRAWN BY AMR REVIEWED BY RNR JOB NO. 18089 SCALE NONE SHEET S3