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Permit D18-0323 - ROSS RESIDENCE - DAMAGE REPAIR
ROSS RESIDENCE 4426 S 137T" ST D18-0323 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 DEVELOPMENT PERMIT 7347600105 Permit Number: D18-0323 4426 S 137TH ST ROSS RESIDENCE Issue Date: 1/4/2019 Permit Expires On: 7/3/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: ROSS MICHAEL DOUGLAS+REGINA 4426 S 137TH ST, TUKWILA, WA, 98168 MICHAEL ROSS 4426 S 137TH ST, TUKWILA, WA, 98168 TUBRO CONSTRUCTION INC 26828 MAPLE VALLEY HWY - PMB 287 , MAPLE VALLEY, WA, 98038 TUBROCI900DR NATIONWIDE ALLIEL INSURANCE Address: ONE NATIONWIDE PLAZA , COLOMBUS, OH, 43215 Phone: (206) 617-7961 Phone: (253) 216-2633 Expiration Date: 4/23/2020 DESCRIPTION OF WORK: REPAIR OF DAMAGED ROOF AND DRAMING DUE TO FALLING TREE OF MAIN HOUSE AND STUDIO DWELLINGS. Project Valuation: $63,229.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,968.74 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: c Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: / 4 This permit shall become null and void if the work is not commenced within(180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last 'Inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved constructio# documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: 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. 9: 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). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 13: Applicant will need to obtain an Attached Dwelling Unit Registration Application. To establish an ADU, a property owner shall submit a registration application, sign and record an owner affidavit, and obtain a building permit for any necessary remodeling or construction. Owners of all existing ADUs shall apply for registration by June 2019. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0601 WALL INSULATION CITY OF TUKZA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. - 0301 3 Date Application Accepted: /0/14'f/Cr Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 4426 S 137th ST Tenant Name: PROPERTY OWNER Name: Michael Ross Name: Michael Ross/Regina Hawkins Address: 4426 S 137th St Address: 4426 S 137th St City: Tukwila State: Wa City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Michael Ross Address: Address: 4426 S 137th St Address: ll City: Tukwila State: Wa Zip: 98168 Phone: (206) 617-7961 Fax: State: Q /„/ Email: rocket@startmail.com Phone: GENERAL CONTRACTOR INFORMATION Company Name: Address: Company Name: Address: ll // City: State: State: Q /„/ Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 734760 0105 Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No ARCHITECT OF RECORD Name: � p�1 ." t/toaG G % ,d/ I Company Name: Address: ll // Architect Name: City: Co %rhrl /v5 State: Q /„/ Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: � p�1 ." t/toaG G % ,d/ I Company Name: Address: ll // Engineer Name: City: Co %rhrl /v5 State: Q /„/ Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: � p�1 ." t/toaG G % ,d/ I -1 i#Vir,L Address: ll // City: Co %rhrl /v5 State: Q /„/ Zip: V3,o�%S 2- Page 1 of 4 O BUILDING PERMIT INFORMATIO006-431-3670 Valuation of Project (contractor's bid price): $ 63,229 Existing Building Valuation: $ 245,000 Describe the scope of work (please provide detailed information): Repair of damaged roof and framing due to falling tree of main house and studio dwellings. Will there be new rack storage? ❑ Yes 0.. 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) 1,296 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 8,400 Floor area of principal dwelling: 862 Floor area of accessory dwelling: 384 *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: 3 Compact: Handicap: Will there be a change in use? ® Yes ❑ No If "yes", explain: Structure known as Rec. Room is FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm m None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Pt Floor 862 ISO Class I, IE R3 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* 384 ISO Class I, IE R3 Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1,296 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 8,400 Floor area of principal dwelling: 862 Floor area of accessory dwelling: 384 *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: 3 Compact: Handicap: Will there be a change in use? ® Yes ❑ No If "yes", explain: Structure known as Rec. Room is FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm m None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOCIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ®... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline m ...Valley View 0 .. Renton 0...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) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 1, WO # ❑ ...Temporary Water Meter Size .. WO # O ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line 12011 Applications\Permit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT . ORIZED A Signature: Print Name: Michael Ross Mailing Address: 4426 S 137th St H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: / -4; alt - Day Telephone: (206) 617-7961 Tukwila Wa 98168 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS PerrnitTRAK ACCOUNT QUANTITY PAID $70.00 D18-0323 Address: 4426 S 137TH ST Apn: 7347600105 $70.00 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R16837 R000.345.830.00.00 1.00 $70.00 $70.00 Date Paid: Tuesday, February 12, 2019 Paid By: REGINA HAWKINS Pay Method: CASH Printed: Tuesday, February 12, 2019 1:18 PM 1 of 1 c SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,218.47 D18-0323 Address: 4426 S 137TH ST Apn: 7347600105 $1,218.47 DEVELOPMENT $1,160.76 PERMIT FEE R000.322.100.00.00 0.00 $1,154.26 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $57.71 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16352 R000.322.900.04.00 0.00 $57.71 $1,218.47 Date Paid: Friday, January 04, 2019 Paid By: MICHAEL ROSS Pay Method: CHECK 441 Printed: Friday, January 04, 2019 9:01 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY (h PAID D18-0323 Address: 4426 S 137TH ST Apn: 7347600105 $750.27 $750.27 DEVELOPMENT $750.27 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15632 R000.345.830.00.00 0.00 $750.27 $750.27 Date Paid: Tuesday, October 16, 2018 Paid By: MICHAEL D ROSS Pay Method: CHECK 439 Printed: Tuesday, October 16, 2018 12:42 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431- t -0323 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Proj r'> Kass Kar icc T e of Inspection:� lAi 1011 fn L Address: ?"" Date Called: ilizt S. /37 S�, Special Instructions: Date Wanted: 7 -45 - 7ojQi a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: el tFM/AL 0 Inspector: 3(V..0 Date: 7 ` 'C z / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 100323 Pr ec ) dcr-)c.:r TY4[a,, tpa '0 t t -) &411 f;%i9fL i., /moi / ✓ •w NIA- Add a s:?IfDate qi/g10 5 $ / 3 2 °PA Called: Special Instructions: Date Wanted: 7 .r..5.,9 a.m. / . b1 ? Gte . Voce -Orr l44 2. 71714ip.m.Requester: 3, u -Ar,w4A) 61(..c1-51.-i'd, Phone J 6/7-‘90 Approved per applicable codes. orrections required prior to approval. COMMENTS: -,,, &411 f;%i9fL i., /moi / ✓ •w lc ?tQ q 166 l® Ofett/l / V )4i 14/Me-igt Att y , + tai l P1otry Le2Cd-g354- . b1 ? Gte . Voce -Orr l44 2. Le'(j 18'' o �iKcs 3, u -Ar,w4A) 61(..c1-51.-i'd, Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be lo. paida 6300 Southcenter Blvd.. Suite 100. Call to sc frgtoP a;114'ta ,T_Afi 1.4 ccNA:r?41- 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: � I< Type of Inspection: / rigi, A dress ,3 7 Date Galled: Special Instructions: Date Wanted::m. Requested LS Phone No: ZA 3— 273' sl s' n Approved per applicable codes. Corrections required prior to approval. COMMENTS: 71. FY.r - ,�-)r LA)/LL /24q vicixtvhs/M) Triadic du C1S- I T*P-74544 Inspector: ox.., 71.0 vV�� �t�a/K / 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 IN `*- 0. b'& 0343 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: (4 o$ hoc,),. Type of Insp,e�ct�io�n:� r , ft?< AddrkksSS: ,,,/ 44uP S X37 Date Called: Special Instructions: Date Wanted: 3-- 719 (a.m Requester: �i t /�� Phone No: 2s3 g75- 8/3— Approved per applicable codes. Corrections required prior to approval. COMMENTS: risetw itt.t6 U d /15,rottfAk �iu�s� Dom- i�✓' Ut2ef- Fict st► i)c extS A litaterotCe<5I- ,,i,„ J f �4 /D 4 o e. # a. fiamepte / /J) rkreed4 LJ AW /14.14410 Date Ake" t2 1 nspector REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit I )�, t?37,3 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:,.---2Type of Inspection: G��1 0,J Addres :Is 1 'lf 6 71 437 c.5r Date Called: SpecialInstructions: Date Wanted: Requester: Phone No: Approved per applicable codes. orrections required prior to approval. COMMENTS: �/✓�,� f¢7G4a-i FgDP- cer/4-,"/ &I?vni Querp.401( --t-gaiA/ Inspector: 14"-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date INSPECTION NO. INSPECTION RECORD Retain a copy with permit his 032-3 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: KW h i- Type of Inspection: ©o Ar4,4 Addr: es4`IPP 6 67r-11,37 Date Called: Special Instructions: Date Wanted:�m j 2-2(-(1 p.m. Requester: ciA �tS Phone No: Z-73 275 ef3.: pproved per applicable codes. Corrections required prior to approval. OMMENTS: RcivF XA:b(k- C/x 64? ri For ak..) P:ooP# y�ec- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inslfectio 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 Ng 032.3 Project: Type of Inspection: Addr s: IfLi 7.{e, L1-7Ms . Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ask/4 74,*e .0,04)4 c4#11)4, 0113 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MIPAC STRUCTURAL ENGINEERING Innovative Engineering, Built To Last. ST1UCTU RAL CALCULAMD PRO ECT SUPPLEMENTAL CALC FOR A - FRAMED RAFTERS AT ADU TREE DAMAGE REPAIR TO FIL 97 Permit No. Plan review approval is subject to errors and omissions Approval of construction documents does tot auth:,rize the violation of any adopted code or ordinance Receipt of approved Field Copy and yltl. ; ack .wledged: By ��itl{.. ' •% Date: City of Tukwila BUILDING DIVISION THE ROSS RESIDENCE & ADU 4426 S 137TH ST TUKWtLA, WA 98168 PACSE JO 1843 © PREPARE) FOR: sub REVISIONS No changes shall be made to the scope of work wltnout prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan riittal and may include additional plan revie RECEIVED CITY OF TUKWILA FEB 0 5 2019 PERMIT CENTER Ross Res, A Framed Rafters ADU w. Level design, lic. 6115 Yakima Ave. Tacoma, WA 98405 PHONE: 253.284.3170 FAX: 253.284.3183 Alvin Chongmontre, PE, PMP PASCE-Design Engineer PO Box 6076 .deral Way, WA 98063-6076 REVIEWED L OR CO NCE APPROVED FEB 12 2019 • Pc.) City of Tukwila BUILDING DIVISION paestrueturalengineering@gmail.com REVISION NO. DIS -03L1/19/13 09 SEPARATE PERMIT R UIRED FOR: Mechanical Electrical Plumbing lid' Gas Piping City of Tukwila F?UILDING DIVISION Page 1 of 9 ADU ROOF A-FRAME I II I STRUCTURAL ENGINEERING www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. DETAI LS Ross Res, A Framed Rafters ADU 01/19/19 Page 2 of 9 PAC STRUCTURAL ENGINEERING www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. STRUCTURAL CALCULATIONS Ross Res, A Framed Rafters ADU 01/19/19 Page 4 of 9 rrN RRUCTURAGINEERING www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. UNITY BENDING LC: DL + SL 24 2X4 N21 N23 MEMBER SIZES LC: DL + SL ,r, Joint Reactions (By Combination) alas 4 0 1 L... Joint Label X WI Y (k) Z (ky MX (k -ft) MY (k -ft) MZ (k-itj 101 N21 0 .757 0 0 NC 0 2 2 N23 0 .757 0 0 NC 0 3 2 Totals: 0 1.515 0 4 2 COG (ft): X: -12 V: 2 Z: 0 Ross Res, A Framed Rafters ADU 01/19/19 Page 5 of 9 .PA c STRUCTURAL ENGINEERING www.pacstructuralengineering.com STRUCTURAL ENGINEERING CONSULTANT Innovative Engineering, Built To Last. - Owl .osknt /Awi ,y1111100111000011111000000 Ijrr `r N2, UNIFORM LOADING 0.08 KLF LC: DL + SL DL = 15psf x 2ft = 30pIf Sum SL = 25psf x 2ft = 50pff = 80 of Ross Res, A Framed Rafters ADU MEMBER LABELS 01/19/19 t123 Page 6 of 9 beam: M1 / Shape: 2X12 Material: DF/SPine Length: 8.944 ft I Joint: N21 J Joint: N22 LC 2: DL + SL Code Check: 0.765 (bending) Report Based On 97 Sections Dy .047 at 0 ft in Dz 1 in -.202 at 7.081 ft 1.523 at 4.472 ft A k .174 at 4.379 ft Vy .677 at 0 ft k. 1.38 -.677 at 8.944 ft Vz k T k-ft Mz k-ft -2.277 at 4.472 ft 1 1 My k-ft .09 at 4.472 ft fc .864 at 4.472 ft ksi ft lippr ksi -.864 at 4.472 ft _Ad__ fa ksi .01 at 4.379 ft AF&PA NDS -12 ASD Code Check Max Bending Check 0.765 Max Shear Check 0.299 (y) Location Equation CD 1.15 Cr 1 Fd Ft' Fb1' Fb2' Fv' E' 4.472 tt 3.9-3 RB 10.954 Cfu 1.2 ksi Cm Ct Location 5.944 tt Max Detl Ratio L/1106 CL .989 CP .739 CF 1.274 1 1 1 .776 1 1 1 1.137 1 1 1 1.38 1 1 1 .201 1 1 1700 1 1 y -y z -z Lb 2ft 2ft le/d 16 2.133 Sway No No Le -Bending Top 2 ft Le -Bending Bot 8.944 ft Ross Res, A Framed Rafters ADU 01/19/19 Page 7 of 9 Ross Res, A Framed Rafters ADU 01/19/19 Page 8 of 9 Beam: M19 Shape: 2X4 -.195 at O ft Dy- Material: DF/SPine Length: 8 ft I Joint: N24 in_ Dz J Joint: N25 LC 2: DL+SL in Code Check: 0.248 (bending) Report Based On 97 Sections _,208 at 4 ft -1.515at0ft A k .005 at O ft Vy k -.005 at 8 ft Vz k T Mz k -ft k -ft -.01 at 4 ft My k -ft -.289 at 0 fit fa ksi .04 at 4 ft fc. ksi ft ksi -.04 at 4 ft AF&PA NDS -12: ASD Code Check 1 Max Bending Check 0.248 Max Shear Check 0.007 (y) Location 0 ft Location 0 ft Equation 3.9-1 1 Max Detl Ratio L/7437 CD 1.15 RB 12.22 CL .975 Cr 1 Cfu 1.1 CP .062 ksi Cm Ct CF y -y z -z Fc' .123 1 1 1.15 Lb 8 ft 8 ft Ft' 1.164 1 1 1.5 le/d 64 27.429 Fb1' 1.682 1 1 1.5 Sway No No Fb2' 1.898 1 1 1.5 Fv' .201 1 1 Le -Bending Top 8 ft E 1700 1 1 Le -Bending Bot 8 ft Ross Res, A Framed Rafters ADU 01/19/19 Page 8 of 9 IFORTE'EM MEMBER REPORT Level, Roof: Joist 1 pieces) 2 x 6 Hem -Fir No. 2@ 24" OC COLLAR TIE Overall Length: 12' 7" Z2' /JI locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. 1' 0 Design Results Actual @ Location Allowed Result LDF Load : Combination (Pattern) Member Reaction (lbs) 101 @ 2 1/2" 2126 (3.50") Passed (5%) -- 1.0 D (All Spans) Shear (lbs) 89 @ 9" 743 Passed (12%) .0.90 1:0 D (Alf Spans) Moment (Ft -lbs) 296 @ 6' 3 1/2" 721 Passed (41%) 0.90 1.0 D (At Spans) Live Load Defl. (in) 0.000 @ 0 0.608 Passed (2L/999+) -- 1.0 D (All Spans) Total Load Defl. (in) 0.292 @ 6' 3 1/2" 0.811 Passed (L/500) -- 1.0 D (All Spans) • Deflection criteria: LL (L/240) and TL (L/180). • Top Edge Bracing (Lu): Top compression edge must be braced at 12' 7" o/c unless detailed otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 7" o/c unless detailed otherwise. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NDS. Supports Bearing Leng h Loads to Supports (lbs) Accessories Total Available Required Dead Total 1 - Stud wall - SPF 3.50" 3.50" 1.50" 101 101 Blocking 2 - Stud wall - SPF 3.50" 3.50" 1.50" 101 101 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location (Side) Spacing Dead (0.90) Comments 1 - Uniform (PSF) 0 to 12' 7" 24" 8.0 Default Load Weyerhaeuser Notes PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/documentrlibrary. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Alvin Chongmontre PAC Structural En ineerin , LLC (253) 414-7979 Ross Res, A Framed Rafters pacstructuralengineering@gmail.com ADU 01/19, 19 n Weyerhaeuser SUSTAINABLE FORESTRY INITIATIVE 1/19/2019 7:56:12 AM UTC ForteWEB v1.5, Engine: V7.3.1.294, Data: V7.2.0.2 Pale fame: TESTING Page 1 / 1 ADU ROOF A -FRAME s I d s 1=-E IL ROSS RFSIDENCE F",=AN 70.00' +,__ 4426 S 137TH ST TU KW I LLA WA 98168 PN#: 7347600105 EROSION CONTROL PLAN LEGEND __ __ __ 10 BSBL r ROOF �• �• ��-•` ' ""'=s`•""''° iliV"' iVig'`°•silki CONSTRUCTION ENTRANCE ( REPAIR 1 SILT FENCE AREA 1 TD TEMPORY DIVERSION LOT INFO. I EXISTING r © TOP SOILED, SEEDED & MULCHED LOT AREA = 8,400 SQ.FT. BY OWNER(S) CSD THE COMPLETION EXISTING BUILDING=876SQ.FT. OF CONSTRUCTION EXISTING D-ADU = 390SQ.FT. EXISTING WALKWAY = 361 SQ. FT. —m-1 STOCKPLIED TOP SOIL 1 1 I TO is REAMIN [ 4I$I5U ROOF REPAIR—I i i i 11 I I I 1 I EXISTING DRAINAGEEXISTINGI \ 0R 1 TOTAL LOT COVERAGE = 1,266/8,400 = .1505% \I - — — — — — - — — — — CLEARING LIMITS + DIRECT DRIVEWAY RUN OFF TO STREET 01 TEMP. EROSION / SEDIMENT CONTROL NO'1'ES:r I m [nROOF in RESIDENCE TO REAMIN REPAIR AREA cD m L in 1 1 -1- I N 1 '— PRIOR TO CLEARING / GRADING DOWN STREAM STORMDRAIN INLET1 PROTECTION MUST BE INSTALLED, SILT FENCE AND/OR ACCESS BARRIER MUST I BE INSTALLED. A RESIDENTIAL CONSTRUCTION ENTRANCE IS REQUIRED, AND IS THE ONLY ACCESS POINT. EROSION CONTROL AND SITE STABILIZATION II RECOMMENDATIONS BY THE SITE DEVELOPMENT INSPECTOR MUST BE FOLLOWED. THE OWNER / CONTRACTOR IS RESPONSIBLE FOR MAINTAINING I ALL MEASURES UNTIL SITE IS PERMANENTLY STABILIZED. FINAL GRADING SINGLE ROOF L_ _ T EXISTING FAMILY REPAIR a \ \` EXISTING FENCE ° ° ° a I I I I ° AROUND THE STRUCTURE WILL BE 5% FORA MIN. 10'. I / 1 FRONT YARD SQ. FT. 1 v r i r — 20 BSBL 1,466 I •J Z C 0 RREC 3 PARKING STALL SQ. FT. 360 360/1466 = .245 OR 25% I I I L� L 10' SBL-_ . EXISTING . •DRIIVEWAY TO!REMAI 1 LTR# --2 ... - SITE- FLA\ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2018 70.00 +,— 3 PARKIN SPACES 14 S. 13 7TH ST ` NORTH ©2018 LEVEL DESIGN, LLC a�.dN"�°' M°Ws. Pey,ut Of me Fos Level 0"�LLC City of Tukwila RECEIVED RECEIVED SCALE 1 - 2m CITY OF T U K W I I_ A NOTE: THIS IS NOT A SURVEY ALL PROPERTY LINES AND DIMENSIONS AS SHOWN ON THIS DRAWING ARE BASED ON eve design, Ilc. oils p'" ' `al"�" `a•'°structure boll From them plow The BUILDING DIVISION CLIENT—PROVIDED INFORMATION REPRESENTED TO BE ACCURATE AND RELIABLE. ANY DISCREPANCIES BETWEEN THIS DRAWING AND THE ACTUAL SITE CONDITIONS 611 5 Yakima Ave. Tacoma, WA 98405 �rodw-tw�ty+.ymOnew gpot a u"O1•"�•o' •lam �t+a power Poo Lard Deese LLC Y ocpnwly a �% DEC 1 4 2018 ARE THE SOLE RESPONSIBILITY OF THE CLIENT. PHONE: 253.284.3170 FAX: 253.284.3183 ° eionerm ream lb Ply of Leval D-,gk LLC DRAUNG PATE NIT: PROJECTS { WE ASSUME NO LIABILITY FOR VARIATIONS ASCERTAINED BY ACTUAL SURVEY. J� `)ERMIT CENTER PRCPOWD 1\ B 11 _ .. — A. City of Tukwila Department of Community Development December 11, 2018 MICHAEL ROSS 4426 S 137TH ST TUKWILA, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D 18-0323 ROSS RESIDENCE - 4426 S 137TH ST Dear MICHAEL ROSS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Required parking for single-family house and/or detached accessory dwelling unit may not be located within side yard setback. Per TMC 18.56.065.A.1: Motor vehicles on property devoted to single-family residential use shall be parked on an approved durable uniform surface that is designed to retain surface water on-site and without causing impacts. Motor vehicles, other than those specified in TMC Section 18.56.065.A.2, shall not be parked in setbacks except in front or secondary front -yard setbacks from streets, when in a driveway that provides access to an approved parking location, and is in conformance with TMC Title 18, as that title currently exists or as it may be subsequently amended. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0323 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development November 16, 2018 MICHAEL ROSS 4426 S 137TH ST TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0323 ROSS RESIDENCE - 4426 S 137TH ST Dear MICHAEL ROSS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • No previous development permit or rental license exists for the detached accessory dwelling unit (DADU). Applicant may legalize an unregistered/unpermitted DADU under the one-year amnesty period (through June 2019). Flexibility is provided for regulations pertaining to height, area, location on lot, roof pitch, etc. However, owner occupancy, provision of at least one parking space per ADU, and minimum lot size requirement for a DADU may not be waived. Please provide a site plan showing location of DADU onsite, lot and building square footages, and location of required parking spaces for main home and DADU (three parking spaces in total). Applicant will need to record an owner's affidavit and apply for a rental license if DADU is rented. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Rachelle Ripley viiir Permit Technician File No. D18-0323 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 a PERMIT COORD CORP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0323 DATE: 2/05/19 PROJECT NAME: ROSS RESIDENCE SITE ADDRESS: 4426 S 137 ST Original Plan Submittal Response to Correction Letter # X Revision # 1 after Permit Issued Revision # before Permit Issued DEPARTMENTS: 111\i U\ Building Division Public Works 1�r Fire Prevention Structural w Planning Division nPermit Coordinator n 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 2/07/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 3/07/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW D Staff Initials: 12/18/2013 nPERMIT COORD COPT PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0323 DATE: 12/14/18 PROJECT NAME: ROSS RESIDENCE SITE ADDRESS: 4426 S 137 ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural PP Planning Division ON Permit Coordinator w PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 12/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 1/15/19 n n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/200 a PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0323 DATE: 11/30/18 PROJECT NAME: ROSS RESIDENCE SITE ADDRESS: 4426 S 137 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division nPermit Coordinator m PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 12/04/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews)( (ie: Zoning Issues) DUE DATE: 1/01/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping II PW ❑ Staff Initials: 12/18/2013 p o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0323 PROJECT NAME: ROSS RESIDENCE SITE ADDRESS: 4426 S 137 ST Original Plan Submittal _ Response to Correction Letter # _ DATE: 10/16/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division tWoir41Ale W NT( 1°Vt lig Fire Prevention Structural W ‘�I(6 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 10/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/15/18 Approved Approved with Conditions ❑ Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: it Departments issued corrections: Bldg 0 Fire ❑ Ping 1 PW ❑ Staff Initials: i—'1'—" 12/18/2013 kleela hPROJECT NAME:kV/ SITE ADDRESS:��� SITE PERMIT NO: b\ D 1. (W/1971 ORIGINAL ISSUE DATE: �I'I 11 REVISION LOG REVISION NO. DATE RECEIVED STAFF INIT ALS ISSUED DATE STAFF INITIALS STAFF IN, T,. LS i.i.d �'IMitillit Summary of Revision: Summary of Revision:iMitrtt1�N�i�� ����/iTI� Received b : l j ilia/ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: )- 5 "" ( Plan Check./Permit Number: D18-0323 O Response to Incomplete Letter # ®/ Response to Correction Letter # �►_ (4 Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: ROSS RESIDENCE Project Address: 4426 S 137TH ST Contact Person:J• ed/ k41SS RECEIVED CITY OF TUKWILA FEB 0 5 2019 PERMIT CENTER Phone Number: o�� 61? 7-C1 Summary of evasion• SILT r y /i'7T ( A 4PM/4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center/by: Entered in TRAKiT on d o2 -/6S // W:\Permit Center (Rachelle)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 tti City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: /2» O Response to Incomplete Letter # ® Response to Correction Letter # O Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Plan ChecWPermit Number: D18-0323 Project Name: ROSS RESIDENCE Project Address: 4426 S 37TH ST 4/1444/ ti*5 Contact Person: Summary of Revision: Phone Number: 2 c6 - 6/ ?+'f4/ ki-414,1 RECEIVE DEC 14 2018 PERMIT CENTEf Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Entered in TRAKiT on [2---11--t--( W:\Permit Center (Brenda)\Forms\Permit Center Documents (Word)\Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax. etc. w11/30/2018 0 Plan Check/Permit Number: D18-0323 Response to incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: ROSS RESIDENCE Project Address: 4426 S 137TH ST Contact Person: Michael Ross Phone Number: 206-617-7961 Summary of Revision: The site plans r _fl _ct RECEIVED CITY of TUKWILA. NOV 3 u 2018 -PERMIT CENTER-- - -- - - Sheet N-umber(s): widening the 20' driveway to 27' and _18' in length to 3 parking slots. We will be defining 3 specific parking spaces. 2 for 4426 S 137th St. and one for the address given to the DADU:- "Cloud" or highlight all areas of revision including date of re is' Received at the City of Tukwila Permit Center by: _ 19— Entered in TRAKIT on t\ ' Tubro Construction Inc Washington State Department of ,0 Labor & Industries Horne Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 4 A -Z index Help My L&I Workplace Rights Trades & Licensing Tubro Construction Inc Owner or tradesperson Principals TIETJEN, RICHARD F, PRESIDENT Doing business as Tubro Construction Inc WA UBI No. 602 996 932 26828 Maple Valley Hwy PMB 287 MAPLE VALLEY, WA 98038 253-216-2633 KING County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TUBROCI900DR Effective — expiration 03/19/2010— 04/23/2020 Bond American Contractors Indem CO Bond account no. 100221019 $12,000.00 Received by L&I Effective date 04/23/2013 05/10/2013 Expiration date Until Canceled Bond history Insurance ......................... Western World Ins Co $1,000,000.00 Policy no. NPP8493255 Received by L&I Effective date 05/31/2018 05/30/2018 Expiration date 05/30/2019 Western World Ins Co $1,000,000.00 Policy no. NPP8317733 Received by L&I Effective date 05/01/2018 05/30/2017 Expiration date Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602996932&LIC=TUBROCI900DR&SAW= 1/4/2019 Tubro Construction Inc Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 17-2-03983-7SEA Complaint filed by STATE OF WASHINGTON Complaint date 02/28/2017 05/30/2019 Open. Complaint against bond(s) or savings 100221019 Complaint amount $6,000.00 L&I Tax debts .......................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. EHICQ00225 Issue date 02/06/2015 Violation city AUBURN Type of violation ELECTRICAL CITATION Description Making a false statement or material misrepresentation to the department. Infraction no. EHICQ00222 Issue date 02/06/2015 Violation city AUBURN Type of violation ELECTRICAL CITATION Description Making a false statement or material misrepresentation to the department. Infraction no. EHICQ00228 Issue date 02/06/2015 Violation city AUBURN Type of violation ELECTRICAL CITATION Description Failing to request an inspection within 3 business days after completion of the installation or 1 business day after energizing, whichever occurs first as referenced in WAC 296 -46B -900(10)(a), effective after 12/30/2008 see WAC 296 -46B -901(10)(a). Infraction no. EHICQ00231 Issue date 02/06/2015 Violation city AUBURN Type of violation Satisfied ................... RC W/WAC WAC 296-46B-985 Violation amount $250.00 Satisfied RCW/WAC WAC 296-46B-985 Violation amount $250.00 Satisfied ....................... RCWANAC 19.28.101 RCW Violation amount $250.00 Satisfied ... _.......... _..... RCW/WAC WAC 296-46B-985 Violation amount $250.00 Page 2 of 4 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602996932&LIC=TUBROCI900DR&SAW= 1/4/2019 RAL I\ OT s BUILDING CODE: 2015 INTERNATIONAL BLDG. CODE (IBC), AND BY REFERENCE WHERE APPLICABLE THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY LOCAL JURISDICTION. ROOF LiVE LOAD = 25 P5F (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF. (REDUCIBLE) FLOOR DEAD LOAD = 15 PSF WiND LOAD = 85 MPI --1 WiND SPEED, EXPOSURE "B" WIND LOAD = 110 MPH WIND SPEED, EXPOSURE 'B' PER IBC SOiL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND/OR DISCREPANCIES TO NE ARCHITECT PRIO TO PROCEEDI G WITH WORK DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWING S. DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY NE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE 1-JOIST/BEAM MANUFACTURER PLANS. - MANUFACTURED TRUSS DESIGNS AND LAYOUTS - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS 4 SPECIFICATIONS (IF REQUIRED) 5I GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER 15 PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 18' (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4 x3 x3 PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1' OF MASONRY OR CONCRETE TO BE PRESSURE . TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO SE 5/8' DIAMETER AT 6'-0' O.C. UN.O. WITH MIN. 1" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG-TiE OR USP STRUCTURAL CONNECTORS CARPki\ TRY GENERAL ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R6023(1) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R1023.5 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 3113, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER 6' MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12' MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18' MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COMMON (0.131' DIA., 2-1/2' LENGTH), 861 BOX (0.113' DIA, 2-1/2' LONG), 10d COMMON (0.148' DIA., 3' LONG) 10d BOX (0.128' DIA., 3' LENGTH), 16d COMMON (0.162' DIA, 3-1/2' LONG), 16d SINKER (0.148 DIA, 3-1/4' LONG) 5d COOLER (0.086' DIA., 1-5/8' LONG ), 6d COOLER (0.092' DIA., 1-1/8' LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF T1 -4E GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SI -TALL SE STAMPED WITH THE GRADE MARK OF .AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2x4 2X6 OR LARGER HE *2 - Fb=850 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi HF *2 - Fb =550 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi BEAM DF -L *2 - Fb=900 psi,Fv=180 psi, Fc=1350 psi, E=1600000psi DF -L *2 - Fb=875 psi, Fv=110 psi, Fc=600 psi, E=1300000psi 4X 6X OR LARGER STUDS HF *2 - Fb=850 psi, Fv-_ 15_ 0 psi, Fc=1300 psi, E =1300000 si' DF *2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000psi 2X4 2Xro OR. LARGER POSTS HF *2 - Fb=515 psi, Fv=140 psi, Fc=515 psi, E=1100000psi HF *2 - Fb=515 psi, Fv=140 psi, Fc=515 psi, E=1100000psi DF -L 01 - Fb=1200 psi, Fv=110 psi, Fc=1000 psi, E=1600000psi 4X4 4X6 OR LARGER 6X6 OR LARGER 1\5, --LA iCN 4\ D MOISTLRL PROM CTIO\ GENERAL MAINTAIN 1" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6 ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNFACED. BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE AFLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN. TESTED IN ACCORDANCE WITH 45M E84 EXCEPTIONS: 1. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE-DEYELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSEDSURFACE OF THE CEILING,FLOOK, OR WALLFINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WH1C1-1 IS NOT SPRAY APPLIED, COMPLYING WiTH THE REQUIREMENTS OF IRC 8302.1.10.3, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. GLUED -LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS 4 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT S1 -40P DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION iN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS "PSL" SHALL NAVE THE MINIMUM PROPERTIES: Fb = 2,900 Psi, Fv = 290 PSI, Fc = 150 P5I (PERPENDICULAR), E = 2,000,000 P51. BEAMS DESIGNATED AS "LVL' SHALL NAVE THE MINIMUM PROPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fc = 150 PSI (PERPENDICULAR), E = 1,900,000 PSI. BEAMS DESIGNATED AS 'LSL' SHALL HAVE , THE MINIMUM PROPERTIES: Fb = 1,100 PSi, Fv = 400 PSI, Fc = 680 PSI (PERPENDICULAR), E = 1,300,000 PSI.. CALCULATIONS SHALL INCLUDE DEFLECTION AND. CAMBER REQUIREMENTS. DEFLECTION SHALL BE LiMTED AS FOLLOWS: FLOOR LiVE LOAD MAXIMUM = L/400, FLOOR TOTAL LOAD MAXIMUM = L/240. I.UINDOW. INSTALLAT ION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 514ALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARP TRY (CO fiINLp� PREFABRICATED WOOD TRUSSES: . PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LiVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED 4 STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM 71405E DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL 4 ROOF SHEATHING SHALL BE 1/16' SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE Sd COMMON e 6' O.C. 9 PANEL EDGES AND 12' O.C. IN FIELD UN.O. ON 51-IEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4' T4G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6' O.C. 9 PANEL EDGES -AND 12' 0.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. SEPARATE PERMIT R UIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION 1 REVISIONS No changes shall be made to the scope of work without prior approval of the Tukwila Building Division NOTE: Revisions will require a new pian submittal and mavinclude additional pian review. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATNERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL (0.006)BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE iN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO TI -4E WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND 51-IALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8' (28 mm) OVER TI -4E SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DOO NOT REQUIRE ADDITIONAL FLASHINGt JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT TI -IE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN GUTTERS. O,ND4TIO D AMPROOF iNG EXCEPT WHERE REQUIRED BY SEC. R4062 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL 1-IAVE NOT LASS THAN ' PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1. BITUMINOUS COATING 2.3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. ' COAT OF SURFACE BONDING CEMENT COMPLYING WiN ASTN C 881 4. ANY MATERIAL APPROVED FOR WATERPFOORING IN SEC. R4062 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING" OF UNIT MASONRY WALLS 15 NOT REQUIRED WHERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY. flQ,,\DAT ION l II\ G (COW INI, iN& D) WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER. CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WiTH ONE OF THE FOLLOWING. 1. 2 -PLY HOT MOPPED FELT 2.55 POUND ROOF ROLLING 3. 6 -MIL POLYVINYL CHLORIDE 4. 6 -MIL POLYETHYLENE 5. 40 -MIL POLYMER -MODIFIED ASPHALT 6.60 -MIL FLEXIBLE POLYMER CEMENT 1. $ CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING 8. 60 -MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC-SOLVANT-BASED PRODUCTS SUCH AS INYDROCARBONS, CHLORINATED 1-1YDROCARBONS, KETONS AND ESTERS 51-IALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS 15 PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE G OF ASTM D 449.140T ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS, WI DOU,S AND SKl'L ISI ITS GENERAL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. WITH MINIMUM NET CLEAR OPENING WiDTH OF 20' AND MINIMUM NET CLEAR OPENING HEIGHT OF 24'. FINISHED SILL HEIGHT SHALL BE MAXIMUM 44' ABOVE FLOOR MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING WINDOW FLASHING TO BE FASTENED PER IRC CODE 103.5 - WINDOW GUARDS ARE REQUIRED PER IRC 3122 SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER iRC SECTION R308.4 : SiDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AND PANELS iN SLIDING 4 BI -FOLD CLOSET DOOR ASSEMBLIES OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE IS LESS THAN 60' ABOVE 1. SHOWER AND BATH .TUB, HOT TUB, WHIRLPOOL, . SAUNA, STEAM ENCLOSURES 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE 3_ STORM DOORS 4. TI -4E WALKING SURFACE 5. GLAZING GREATER THAN 9 S.F. AND LESS THAN 18" ABOVE FINISHED FLOOR 6 GLAZING IN GUARDRAILS 1. GLAZING LESS THAN 18" ABOVE FINISHED FLOOR 8. STAIRS AND RAMPS ADJACENT WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 16 LESS THAN 36' ABOVE TINE PLANE OF ADJACENT WALKWAY SURFACE OF STAIRWAYS LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDER A HAZARDOUS LOCATION. PER IRC 8308.4.6 M 01 1,4N I CSL I - EATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LiSTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM -AIR FURNACES SHALL BE INSTALLED iN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION 15 PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PiLOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 1S INCHES ABOVE THE FLOOR LEVEL. VENTILATION: SOURCE SPECIFIC EXHAUST VENT 4 FAN EFFCIENCY REQUIRED IN EACH KITCI4EN, BATHROOM, WATER CLOSET COMPARTMENT, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR 15 PRODUCED. (IRC M 1501.4) FAN EFFICIENCY FROM UJAC51-11R-TABLE R403.5.1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS: EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE 5 GAS VENT OR TYPE BW GAS VENT SI -TALL BE INSTALLED IN ACCORDANCE WiTH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HiGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED W1-1OLE HOUSE VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. ' USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER. • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CFM REQUIRED W/ A RUN TIME OF S HRS. MIN. FAN -1" MUST OPERATE AT LEAST ONCE EVERY THREE HOURS 50 VENTILATION EFFECTIVENESS CAN BE 1.0 5' SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1501.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33, USING TI -4E MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC. 8403.33 BUILDING AIR LEAKAGE TESTING 2015 UJSEC SEC. 402.4.1.2 R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 02 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING. SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE 'RESULTS OF THE TEST SHALL BE SIGNED BY TINE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION 1445 CONFIRMED SEALING (SEE TABLE R402.4.I.I) OPERABLE WINDOWS AND DOORS MANUFACTURED 51 SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO 714E TEST. 2015 WASHINGTON STATE ENERGY CODE TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT SY COMPONET CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS FENESTRATION U -FACTOR BATHROOM - UTILITY ROOMS KITCHENS IN-LINE FAN INTERMITTENTLY OPERATING 50 CFM 100 CFM >1 CONTINUOUS OPERATIONS 20 CFM 25 CFM 60 AIR FLOW RATE MINIMUM (CM) 10 90 ANY ANY MINIMUM EFFICACY (CFM/WATT) 1.4 CFM/WATT 1.4 CFM/WATT 2.5 CFM/UJATT 2.8 CFM/UJATT AIR FLOW RATE MAXIMUM I (CFM) >90 ANY ANY ANY EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE 5 GAS VENT OR TYPE BW GAS VENT SI -TALL BE INSTALLED IN ACCORDANCE WiTH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HiGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED W1-1OLE HOUSE VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. ' USING A SUPPLY FAN W/ MANUAL 4 MOTORIZED DAMPER. • FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 220 CFM REQUIRED W/ A RUN TIME OF S HRS. MIN. FAN -1" MUST OPERATE AT LEAST ONCE EVERY THREE HOURS 50 VENTILATION EFFECTIVENESS CAN BE 1.0 5' SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1501.3) SYSTEM TO BE TESTED AT FINAL INSPECTION 4 LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS -33, USING TI -4E MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC. 8403.33 BUILDING AIR LEAKAGE TESTING 2015 UJSEC SEC. 402.4.1.2 R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 02 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING. SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE 'RESULTS OF THE TEST SHALL BE SIGNED BY TINE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION 1445 CONFIRMED SEALING (SEE TABLE R402.4.I.I) OPERABLE WINDOWS AND DOORS MANUFACTURED 51 SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO 714E TEST. 2015 WASHINGTON STATE ENERGY CODE TABLE 402.1.1 INSULATION AND FENESTRATION REQUIRMENT SY COMPONET CLIMATE ZONE 5 4 MARINE 4 - HEATING BY OTHER FUELS FENESTRATION U -FACTOR CEILING WALL ABOVE GRADE UJALL BELOW GRADE MASS WALL FLOOR SLAB ON GRADE >1 <1500 VERTICAL OVERHEAD 60 15 90 1500-3000 45 60 030 0.50 R-49 R-21 R -10/15/2I R-21/2114 R-30 R-10 120 4501-6000 15 90 TB 120 135 2' iLMP RAT CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WiTH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 403.1 DRAriSfiOPPING 4 I IRF- 5LOCKING DRAFTSTOPPING WHEN THERE 15 USABLE SPACE BOTH ABOVE 4 BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL BE INSTALLED 60 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE NE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE 4 A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER TI -4E FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING 16 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.12 FiREBLOCKiNG FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 12. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2.. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.1 4. AT OPENINGS AROUND VENTS, PiPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FiREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION 81003.19. 6. FIREBLOCKING OF CORNICES OFA TWO-FAMILY DWELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPERATiON. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION 8302.11.13 LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED iN TI -4E FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. WSEC SECTION R404- LIGHTING EQUIPMENT 404.1 LIGHTING EQUIPMENT: A MINIMUM OF 15 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 404.1.1 FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. or RT I -ICAT R4013 CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGNPROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALLO NOT COVER OR OBSTRUCTTHE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THCERTIFICATE SHALL LIST TI-EPREDOMINANT R-VALUES'OF INSULATION INSTALLED IN OR ON CEiLING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR)AND DUCTS OUTSIDE CONDITIONED SPACES± U -FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION,AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONEON THE BUILDNC WHERETHERE 16 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA.THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNANCE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE,THE CERTIFICATE SHALL LIST 'GAS-FIRED UNVENTED ROOM HEATER,' 'ELECTRIC FURNACE' OR 'BASEBOARD ELECTRIC I-EATER,'AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. LT MY ROOM 1. WHERE TI -4E EXHAUST DUCT 15 CONCEALED WITHIN THEBUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITI-I1N 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL; BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. TABLE M150133(I) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS FLOOR AREA BEDROOMS (FT2) 0-1 2-3 4-5 6-1 >1 <1500 30 45 60 15 90 1500-3000 45 60 15 90 105 3061-4500 60 15 90 105 120 4501-6000 15 90 105 120 135 6001-1500 90 105 120 135 150 >1500 105 120 135 150. 165 R602.6 DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE. IN ACCORDANCE WiTH THE FOLLowIN: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CIT OR NOTI-ICED TO A DEPTH NOT EXCEEDING 25 PERCENT 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. THE DIAMETER OF THE RESULTING HOLE 15 NO MORE THAN 60 PERCENT THE HOLE 16 NO MORE THAN Sia INCH (16mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION ASA CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60. PERCENT 51-1ALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6(1) AND R602.6(2). -EXCEPTION: USE OF APPROVED STUD SHOES i6 PERMITTED WHEN THEY ARE INSTALLED iN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R602b.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THiCK (131mm) (16 ea) AND 11/2 INCHES (35mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SiDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE R602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 201 City of Tukwila BUILDING DIVISION FILE P �`b/ Or/WO P®nnit No. Plan review approval Is. subject to errors ana omissions Approval of construction aocuments does riot authorize'tne violation of any adopted code or ordinance Receipt of approved Field Copy and conditions isknowiedge�: By: OVA/ Date- /tail/ City of Tukwila . BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER W F CO (.0 I- 0T-0 a) I < r , mQ `- (/) �Y N� ot` -.-, o 73 (i O a ti ccO Oa) L C O 0. • 0) o • E cn micas �. ca > CO 764E c ❑ a TB a" as Ja. c cis r>1; CI) CO 2• N Q c0 'F w73 CO N 6- 0 O. J I- J J c 0) ) 0 a) J FAX: 253.284.3183 PROJECT 4*: DATE: 16'-3' PLAN KEY UJALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN / 2777_, UJALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED 4640 X cA IQ 'K------!_1--- F r \ \ EXISTING 0;r (til -, 206 -4- 0r. IE3Ep ROOM 1 1 2030 SH - KITC1-1EN EOO 1 2/E jo EXISTING \ \ i I , — SINK `� cm 1,3 Af, 0 2468 o � A JJ66ff r 2468 / / 16'-3' / EXISTING MAIN FLOOR PLAN J 4DL © 2018 Level Design, LLC. SCALE: 1/4" =1'-O" AREA SUMMARY EXISTING MAIN FLOOR TOTAL: ADU 816 SF. 8-16 SF. 390 SF. 7-4 .4 N 34'-3' 11'-8' 2'-11' I9'-8' 2030 SH 2 4 51-1 T 2646 SH 7n F r \ \ \\ \ \ \MASTER 206 IE3Ep ROOM 1 1 2030 SH - k EOO 1 2/E jo EXISTING \ \ So `� cm 0 2468 I :i / EXISTING 2468 / ; // A 0 @ZNI 3068 / EXISTING / W D / - ,' ozDJ 0 • tND 79 / n 0 EXI TING m L -( © U z co — 2668 - LIVING —, _� EXISTING w r—\ 0 X 1 D IN INCA N EXISTING 1rrtT -rt f 1 L 2646 SH 1 1 2646 SH 2030 SH IT -2' 28'-3' J 3'-0' EXISTING MAIN FLOOR PLAN © 2018 Level Design, LLC. SCALE: 1/4" =1'-0" - ALL DOOR/WINDOW HEADERS TO BE 4x10 DP2 AT 2x6 BEARING WALLS , UN.O., 6'-0" MAX. SPAN ALL DOOR/WINDOW HEADERS TO BE 4x10 DF#2 AT 2x4 BEARING WALLS, UN.O., 6'-0" MAX. SPAN - WINDOW HEADERS AT 6'-8" ABOVE SUB FLOOR, U.N.O. - PROVIDE FIREBLOCKING AS REQUIRED (SEE NOTES ON SHEET 1) - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. U.N.O. INTERIOR PARTITIONS TO BE 2x4 AT 16' O.C. (2X6 ' PLUMBING WALLS, UN.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL NO DUCT OPENINGS IN GARAGE - PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (UN.O.) / REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER D W HZ W QD a"(75 uJW rtQ(/) (t„) wW CCM Cri C0 13 0 CO CA 0 0 '- 0 as c C Q. RS 0 0 0 CCI > 0 0 0 0 O c 0 03 a 0 0 c 0 0 -5 0 .0 0 Q0 0 i J N -J �0 0 0 0 .0 G 0 0 0 73C t 2 aa) as CC 0 m L 0. 0 0 E as0 .-.Rs> U 0) a) D L 0 00 0' >- E 0 U H E PHONE: 253.284.3170 FAX: 253.284.3183 PROJECT I': DATE: COMPOSITION ROOFING- 15# FELT PAPER 1/16' SHEAT( -ZING ROOF FRAMING PER MFR INSULATION BAFFLE VENTED BLOCKING AT ALTERNATE BAYS 5/4 x 8 FASCIA CONTINUOUS METAL GUTTER WINDOW HDR PER PLAN 5/4 TRIM SURROUND WINDOW LU/ INS. GLASS 2x6 STUDS a 16' O.C. R-21 INSULATION 1/16' SHEATHING SIDING PER ELEVATION TYVEK WRAP 3/4' T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN R-30 INSULATION 5/4XI0TRIM BAND 2X P.T. WOOD SILL 4' 4> CONT. TIGHTLINE TO STORM SEWER -49 INSULATIO "., icy:�:�:�:�:�:�:�:�:�:�:�:�:�:e:�:e:• .,♦ rictw SUB FL lir—iii lir—ni—ii I III - 4' PERF. PLASTIC FTG. DRAIN SET IN WASHED GRAVEL U1/ FILTER FABRIC OVER —1111 REBAR PER DETAIL 6 MIL. VAP. BARRIER -� TYPICAL WALL 5EC710N SCALE : N.T.S. NOTE: 1/16" SHEATHING NOT REQUIRED ON EXT. WALLS WHERE T1-11 SIDING IS SPECIFIED (UNLESS NOTED OTHERWISE IN THE SHEAR WALL SPECIFICATIONS) EXISTING RAFTER A---OX.G'ADE II IPP"'� �� ROOFING MATERIAL C�!!i!i! !♦!! !!!► a:'.___e_eeeeee_e__!LA ' • EXISTING ••: ••: MATCH EXISTING VAiAIiioioi,AV Taff:7157 ������������e��������t��e����������t�������������t��������������e����•••t••••`- R-30 I INSULATION EXISTING R-21 INSULATION R-49 INSULATION MASTER 5EDIROOM EXISTING FLOOR JOISTS i4 EXISTING 18' MIN. CRAWL SPACE UU 6 MIL VAPOR BARRIER TYPICAL SECTION "q" © 2018 Level Design, LLC. TYPICAL ROOF CONSTRUCTION - COMPOSITION ROOF SHINGLES - 15# ROOFING FELT 1/16' SHEATHING RATED 24/16 - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN - R -4e INSULATION - 5/0" GLB. CEILING - 1/S TO 1/4" MESH SCREEN OVER OPENINGS - MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF VENTED AREA SPACE OR 1/300 IF 40-50% VENTING IN UPPER ATTIC OR RAFTER SPACE. PER IRC 8506.2 PROVIDE 1" MINIMUM CLEARANCE BETWEEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION 85063 TYPICAL WALL CONSTRUCTION - SIDING AND/OR VENEER PER ELEVATION - -I/16PLY OR OSB SHTG.( UN.O ) - TYVEK BUILDING WRAP OR En. - 2X6 STUDS e 16" O.C. EXTERIOR WALLS U.N.O. EXTERIOR WALL NOTCH 25%, BORING 40% 60% BORING IF DOUBLED & NOT MORE THAN TWO SUCCESSIVE STUDS. - 2x4 STUDS 16" O.C., INTERIOR PARTITIONS (2X6 e PLUMBING WALLS) NON-BEARING WALL MAXIMUM NOTCH 40%, BORING 60% HOLES NO CLOSER THE 5/S INCH TO FACE OF STUD - R-21 INSULATION WITH VAPOR BARRIER - 1/2" GWB INTERIOR SHEATHING TYPICAL FLOOR CONSTRUCTION - FINISHED FLOOR PER PLANS - 3/4" T4G PLYWOOD SUBFLOOR (GLUE AND NAIL) - FLOOR JOISTS PER PLAN - R-30 INSULATION OVER UNHEATED AREAS SCALE: 1/4" =1'-0" ,es D1� REVIEWED FOR CODE COMPLIANCE APPROVED DEC 272018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER O W OU � Z o0 LLJ � “)Ujill < °p 77; vi rn Ct < (/) < < 0 MIMI Ct (1) LLJ csitzY Q u nE r<)o Das. co:J3 Q2c - • ,:c. In) „ i .,, U U o J N as N N C U moE.in t 0 cc 0 1- I- I- cid❑v�- c o • a o ....05 o 0 .- o U o _ f — Q cLf a) _C ca a) Q�sZ�c as �OCD as N EO co o E - _C 0_ (12 a)E:•. cno° • c c1 0_i— ca > CL I— 4-. (i) 9- V) c u) o To •a o J J CD N a) ❑ J U c 0) 0 D d d J LA CO o' CCI E 0 U [CS H a) E cCf cn 0 FAX: 253.284.3183 REVISION DATE:. (NIT: PROJECT #: DATE: INIT: PROJECT #: FEILD VERIFY ROOF PITCH 12 \15 MATCH EXISTING • ROOFING "MATERIAL niParking -o-raw-maim. i-- ■ LEFT ELEVATION -EXISTING TO REMAIN MATCH EXISTING ROOFING MATERIAL DADU EXISTING TO REMAIN MATCH EXISTING ROOFING MATERIAL EXISTING TO REMAIN REAR ELEVATION SCALE: 1/4" =1'-0 SCALE: 1/4" =1'-0" MATCH EXISTING ROOFING MATERIAL FEILD VERIFY ROOF PITCH DADU EXISTING TO REMAIN L ■ FEXISTING MATCH EXISTING ROOFING MATERIAL 3 12 FEILD VERIFY ROOF PITCH 12 51/ EXISTING TO REMAIN RIGHT ELEVATION MATCH EXISTING MATCH EXISTING ROOFING MATERIAL + EXISTING TO REMAIN —4. ROOFING MATERIAL l -EXISTING TO REMAIN DADU DADU FRONT ELEVATION RIGHT ELEVATION LEFT ELEVATION REAR ELEVATION SCALE: 1/4" =1'-0" SCALE: 1/4" 1'-0" SCALE: 1/4" =1'-0" SCALE: 1/4" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 272018 City of Tukwila BUILDING DIVISION SCALE: 1/4" =1'-0" © 2018 Level Design, LLC. - VERIFY SHEAR WALL NAILING AND I-IOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING - MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION - LOTS SHALL'BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE " IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE - FASTENERS TO BE HOT -DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) NOTE: PROVIDE CONTINUOS PRE -PAINTED G.I. 'Z' FLASHING AT ALL EXT. DOOR 4 WINDOW HEADERS. NOTE: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBERS ARE REQUIRED TO BE 4' HIGH WITH A 1"2' STROKE. RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER a) —I ice- C 'S to -- a m 0cTs `65 O O LO •� 0 Q' 0 'O.0 .� 0 . � ct) 0 -5 = Ri +._+ ) .E O a) LO C- O O O .Q 2 Q- 0-c— oq L., O a -4.—J CL cri 0 o al S Q O O T O T. C E§ 12 C ccs2� U)�2cOOX�E ° o N C a —0.(tic O t!j U) O ❑ co0EPgiiaiE�E (na)a3 .0 O( 2 i a) C •c a) J L O N I- as a❑ 2- as> O.JII—faJ N O mLevel design, Ilc. 611 S Yakima Ave. Tacoma, WA 98405 -0 PHONE: 253.284.3170 FAX: 253.284.3183 ■ • DATE: INIT: PROJECT #: DESIGN CRITERIA STRUCTURAL DESIGN IS BASED ON THE INTERNATIONAL RESIDENTIAL CODE 2015 DEAD DESIGN LOAD ROOF LIVE LOAD GROUND SNOW ROOF SNOW EXPOSURE IMPORTANCE FACTOR ROOF LIVE 15 PSF 25 PSF 25 PSF B 1.0 20 PSF EDITION. WIND DESIGN CRITERIA BASIC WIND SPEED (3 SEC GUST ULT. LOAD) EXPOSURE IMPORTANCE FACTOR BUILDING CATEGORY SEISMIC DESIGN CRITERIA SEISMIC SITE CLASS (ASSUMED) DESIGN CATEGORY Ss S1 IMPORTANCE FACTOR R (LIGHT FRAMED SHEARWALLS) TOTAL BASE SHEAR GENERAL NOTES 110 MPH B 1.0 I I D 1.48 0.55 1.0 6.5 V = 0.152W 1. TESTING AND INSPECTION TO CONFORM TO IBC 2015. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT A GEOTECHINCAL ENGINEER AS NEEDED PRIOR TO PLACEMENT OF ALL FOUNDATION WORK TO ASSURE THE PREPARED SOILS AND BEARING SURFACES MEETS THE MINIMUM REQUIRED BY THIS DOCUMENT. SOILS COMPACTION SHALL BE PER GEOTECHINCAL ENGINEER RECOMMENDATION (IF REQUIRED) AND SHALL BE SUPERVISED AN APPROVED TESTING AGENCY OR GEOTECHINCAL ENGINEER. 2. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATION AS REQD. AND IN A MANNER OF 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 MATERIAL HAVE ACHIEVED DESIGN STRENGTH. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, 4. TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER S0 THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. TECHINCAL ENGINEERING DOCUMENT RIGHT TO USE STRUCTURAL DOCUMENTS IS GRANTED UPON FULL PAYMENT AND IS LIMITED TO ONE STRUCTURE. SUBSEQUENT USE IS ALLOWED WHEN PERMITTED WITH SITE SPECIFIC REUSED LETTER ONLY. THIS IS NOT A SALE OF ORIGINAL ENGINEERING. PAC STRUCTURAL ENGINEERING, LLC RETAINS RIGHTS AND OWNERSHIP OF THESE DOCUMENTS PER TITLE 17 USC. ALL STRUCTURAL DOCUMENTS ARE COPYRIGHTED AND UNAUTHORIZED USED IS PROHIBITED. WOOD WOOD DESIGN, FABRICATION AND ERECTION SHALL CONFIRM TO THE REQ'S OF CHAPTER 23 OF THE IBC MATERIALS STUDS TYPICAL. WALLS JOISTS BEAMS POSTS GLU-LAM. TIMBER SINGLE SPAN CANTILEVER AND. MULTI. SPAN LSL BEAMS HEADERS COLUMNS LVL PSL BEAMS COLUMNS I -JOIST SHEATHING WALLS ROOF FLOOR HEM -FIR STUD GRADE HEM -FIR STRUCT. GRADE NO. 2 DOUGLAS FIR -LARCH STRUCT. GRADE NO. 2 DOUGLAS FIR -LARCH STRUCT. GRADE NO. 1 24F -V4, 2.4 KSI 24F -V8, 2.4 KSI 1.7 KSI x 1.55E 1.7 KSI x 1.3E MIN. 1.3E 2.6 KSI x 2.0E 2.9 KSI x 2.0E 1.8E TRUSJOIST BY WEYERHAEUSER OR EQUIV. PER ASTM D5055 7/16" WOOD STRUCTURAL PANELS STRUCTURAL I GRADE 1/2" APA RATED STRUCTURAL I (MIN., UNO ON PLAN) 3/4" T&G APA RATED STRUCTURAL I (MIN., UNO ON PLAN) NOTES 1. ALL FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTION BEREAU. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK ON AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE MINIMUM DESIGN PROPERTIES SHOWN. 2. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR GRADE OR EXPOSED TO WEATHER SHALL BE TREATED LUMBER, TREATED LUMBER SHALL BE IN ACCORDANCE WITH AMERICAN WOOD-PRESEVER'S ASSOCIATION (AWPA) SPECIFICATIONS FOR THE PRESSURE TREATMENT OF WESTERN WOODS, LATEST EDITION. JOIST AND SUBFLOORS CLOSER THAN 18" AND GIRDER 12" TO EXPOSED CRAWL SPACE SHALL BE TREATED. WALL FRAMING AND SHEATHING AT EXTERIOR FOUNDATION LESS THAN 8" FROM GRADE SHALL BE TREATED. FIELD CUTS AND DRILLED HOLES SHALL BE IN FIELD TREATED IN ACCORDANCE TO AWPA M-4. PRESERVATIVE TREATED LUMBER USED IN ENCLOSED LOCATIONS SHALL HAVE A MOISTURE CONTENT OF 19% OR LESS BEFORE COVERING. . PROVIDE ZINC COATING, HOT DIPPED GALVANIZED OR APPROVED CODING MY MANUFACTURER FOR WOOD CONNECTOR IN CONTACT WITH PT WOOD. 4. MANUFACTURED WOOD TRUSSES SHALL BE MANUFACTURED AS REQ'D BY TPI 1 AND DESIGNED BY A PROFESSIONAL ENGINEER. 5. BOLTS SHALL BE ASTM A307 UNO. NAILS SHALL BE ASTM F1667 COMMON. ANCHOR CONNECTIONS SHALL BE SIMPSON OR TECO OR 'BO APPROVED. ALL FASTENERS SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS UNO. ALL STEEL CONNECTORS EXPOSED TO THE WEATHER OR IN UNHEATED PORTIONS OF THE BUILDING SHALL BE HOT DIPPED GALV. AFTER FABRICATIONS PER ASTM A123. FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER SHALL BE HOT -DIPPED GALV. UNO. IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATION. MIN. FASTENING SHALL BE IBC TABLE 2304.9.1 6. MINIMUM NAILING FOR SHEATHING SHALL BE 10D COMMON NAILS Q 6" 0.C. FOR PANEL EDGES AND 12" FOR INTERMEDIATE SUPPORTS UNO. PROVIDE A Ys" GAP BETWEEN 4X8 SHEETS (Y4" GAP FOR SHEETS LARGER THAN 8X8). 7. ROOF SHEATHING SHALL HAVE A MOISTURE CONTENT OF 15% OR LESS BEFORE ROOFING. 8. ROOF AND FLOOR FRAMING LAYOUTS ARE PROVIDED TO ILLUSTRATE CONDITIONS OF CONSTRUCTION AND DO NOT NECESSARILY INDICATE SPECIFIC QUANTITIES OR MATERIAL OR COMPONENTS REQUIRED FOR CONSTRUCTION. 9. USE OF DRILLED CONCRETE ANCHORS, INCLUDING BY EXPANSION BOLTS, ADHESIVE ANCHORS, AND UNDERCUT ANCHORS, WHERE NOT SPECIFIED IN THE DOCUMENTS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECT/ENGINEER. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS. ICBO OR ICC REPORTS SHALL BE SUBMITTED FOR ALL ANCHORS. 10. ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON UNLESS NOTED OTHERWISE OR REQUIRED BY MECHANICAL CONNECTORS TO BE BOX NAILS. 11. ALL NAILING TO COMPLY WITH REQUIREMENTS OF IBC TABLE 2304.10.1. 12. PROVIDE 6" MINIMUM CLEAR BETWEEN WOOD AND EARTH, 12" CLEAR MINIMUM BETWEEN FLOOR BEAMS AND EARTH, AND 18" CLEAR MINIMUM BETWEEN FLOOR JOIST AND EARTH. 13. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 14. PROVIDE 3x3x4" WASHERS AT ALL ANCHOR BOLTS. 15. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS ' UNLESS NOTED OTHERWISE. LAG BOLT PILOT HOLES SHALL BE PRE -DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. 16. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH i" MINIMUM DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. 17. ' RIM JOIST IS TO BE 13" MINIMUM THICKNESS. EXCEPTION: FOR SHEARWALLS TYPE 1, AND 2, 14" LSL RIM IS ACCEPTABLE. 18. ALL I -JOIST TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE JOISTS TO PROVIDE A OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. PROVIDE BRIDGING, CONTINUOUS LATERAL BRACING, AND DIAGONAL BRACING BETWEEN THE JOISTS PER THE MANUFACTURER'S RECOMMENDATIONS. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEERED. 19. FLOOR DEFLECTION IS DESIGNED BASED ON MINIMUM REQUIRED PER CODE TO BE MOST ECONOMICAL. LIMITING PERCEIVED "BOUNCE" PERSONAL PREFERENCE MAY BE MORE STRINGENT. CONTACT EOR FOR SPECIAL CONSIDERATIONS IF NEEDED. 20. THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS AND IN THE STRUCTURAL NOTES. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE. CONCENTRATED MECHANICAL ROOF LOADS SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. ` SHOP DRAWINGS MUST BE RETAINED AT THE JOB SITE AND AVAILABLE TO THE BUILDING INSPECTOR FOR REFERENCE. THE TRUSS CALCULATION PACKAGE SHALL BE DESIGNED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLANS AND THE TRUSS DESIGN DRAWINGS. 21. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS THE TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DRAWINGS, AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIVE NOTIFICATION PRIOR TO ENCLOSING THE TRUSSES TO PROVIDE AN OPPORTUNITY FOR INSPECTION OF THE INSTALLATION. DESIGN AND PROVIDE BRIDGING BETWEEN THE TRUSSES, CONTINUOUS LATERAL BRACING AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOMMENDATIONS. SHOP DRAWINGS MAY CONTAIN THE MANUFACTURERS ENGINEERING RESPONSIBILITY LIMITATIONS. HOWEVER, THEY SHALL MAKE NO STATEMENT AS TO THE ENGINEER OF RECORD RESPONSIBILITIES. 22. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED ALONG WITH THE APPROPRIATE ICBG EVALUATION REPORTS TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. INSTALLATION OF SUBSTITUTIONS SHALL NOT PROCEED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 23. CONTACT ENGINEER. OF RECORD PRIOR TO MAKING ANY CHANGES OR TO PROVIDE ANY ADDITIONAL INFORMATION NOT SHOWN HERE PRIOR TO CONSTRUCTION. ABBREVIATION LIST AB ADDL ADJ ARCH. B/ BLKG BM BOT BTWN CIP CJ CL CLR CMU COL CONC CONN CONST CONT CONTR COORD CP CTR CTRD DBL DET DIA DIFF EA EE . EF EL EMBED EQ EQUIP ES EW EX ANCHOR BOLT ADDITIONAL ADJACENT ARCHITECTURAL BOTTOM OF BLOCKING BEAM BOTTOM BETWEEN CAST IN PLACE CONSTRUCTION JOINT, CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION IBC CONTINUOUS CONTRACTOR IN COORDINATE INT COMPLETE PENETRATION CENTER CENTERED EXP EXT FN D FF FLR FRMG FS FT FTG GA GR GWB HD HDR HGR HT HORIZ DOUBLE DETAIL DIAMETER DIFFERENT EACH EACH END EACH FACE ELEVATION EMBEDMENT EQUAL EQUIPMENT EACH SIDE EACH WAY EXISTING JST JNT K KSF LB LL LLH LLV LOC LONGIT MAX MECH EXPANSION EXTERIOR FOUDNATION FINISHED FLOOR FLOOR FRAMING FAR SIDE FEET FOOTING GAGE GRADE GYPSUM WALLBOARD HOLDOWN HEADER HANGER HEIGHT HORIZONTAL INTERNATIONAL BUILDING CODE INCHES INTERIOR JOIST(S) JOINT KIPS (1,000 LBS) KIPS PER SQ FT LENGTH POUNDS LIVE LOAD LONG LEG HORIZONTAL LONG LEG. VERTICAL LOCATION LONGITUDINAL MAXIMUM MECHANICAL MFR MIN MISC MANUFACTURE(R) MINIMUM MISCELLANEOUS NS NEAR SIDE NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PAF POWDER ACTUATED FASTENER PARA PARALLEL PB POST BELOW PEN PENETRATION PERPEN PERPENDICULAR PL PLATE PLYWD PLYWOOD PP PARTIAL PENETRATION PSI POUNDS PER SQ INCH PSF POUNDS PER SQ FT R REF REINF REQD RET SCHED SECT SHTHG SIM SOG SP SQ STFF STL STRUCT SW RADIUS REFERENCE REINFORCEMENT REQUIRED RETURN SCHEDULE SECTION SHEATHING SIMILAR SLAB -ON -GRADE SPACE(ING) SQUARE STIFFENER STEEL STRUCTURAL SHEARWALL T/ TOP OF T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TEMP TEMPERATURE THK THICK(NESS) THKND THICKENED TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/ W/0 WWF WITH WIDE WITHOUT WELDED WIRE FABRIC SYMBOLS SECTION CALLOUT SW CALLOUT w 0, z w 0 J FTG STEP REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 7 2018 City of Tukwila BUILDING DIVISION I � N--/\1/S1.O GRIDS DETAIL CALLOUT i < 0 SPAN EXTENTS OF SPAN HD CALLOUT RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER J W W z ce LU PO BOX 6076, FEDERAL WAY, WA 98063 PHONE: 253-414-7979 EMAIL: PACSEDESIGN@GMAILCOM THESE PLANS AND ITS PRINTS ARE ALLOWED TO BE USE AT THE SPECIFIED LOT/ADDRESS ONLY. USE OF THESE DOCUMENTS ON ADDITIONAL LOTS REQUIRES AUTHORIZATION LETTER FROM PACSE. DESCRIPTION AC DATE 09.12.18 LI.) 1- 0 w DRAW BY AC DATE 09.12.18 PAC STRUCTURAL ENGINEERING JOB NO. 1843 co (!)00 CD Q M CO GENERAL NOTES 1 0 INSTALL BOT PL UFP FDN PER SHEARWALL SIUI SCHED. TYP. 0 16'-3' 16'-3' (E) FLOOR JOIST DOES NOT APPEARED TO BE _DAMAGE. CONTACT EOR IF FOUND OTHERWISE DURING CONSTRUCTION FOUNDATION FRAMING PLAN D4U SEE 2/54.0 FOR GABLE END WALL BRACING TYP. MFR SCISSOR TRUSSES a AS PER MFG. SPECS. TYP. (E) 2X4 a 16' O.C. TO REMAIN. CONTRACTOR TO FIELD INSPECT DURING CONSTRUCT' AND REPLACE ALL FRAMING THAT APPEARED TO BE OUT PLUMB. CONTRACTOR TO ADJUST WALL TO MAKE PLUMI APD NAIL SHEATHING TO STUI TO MATCH EX PATTERN. TYP. PROVIDE WALL SHEATING NAIL AND CONNECTIONS TO MATCH EXISTING. MIN. PER SHEARWALL TYPE SWI PER SW SCHED. TYP. SCALE: 1/4" =1'-0" PROVIDE STRAP ACROSS THIS WINDOW ONLY PER DETAIL 6/54.0 DATE r_. 09.12.2018 • ..1......- ........0. -l.•— - ^ r 15/54, TYP.. J :.I t T 8 CLIP TO TYPE f `' H '4' O.C. N 7F . > ': • '$ -~: (E) FLOOR JOIST APPEARED TO CONTACT EOR I' OTHERWISE DURI CONSTRUCTION • ;. 16'-3' (E) FLOOR JOIST DOES NOT APPEARED TO BE _DAMAGE. CONTACT EOR IF FOUND OTHERWISE DURING CONSTRUCTION FOUNDATION FRAMING PLAN D4U SEE 2/54.0 FOR GABLE END WALL BRACING TYP. MFR SCISSOR TRUSSES a AS PER MFG. SPECS. TYP. (E) 2X4 a 16' O.C. TO REMAIN. CONTRACTOR TO FIELD INSPECT DURING CONSTRUCT' AND REPLACE ALL FRAMING THAT APPEARED TO BE OUT PLUMB. CONTRACTOR TO ADJUST WALL TO MAKE PLUMI APD NAIL SHEATHING TO STUI TO MATCH EX PATTERN. TYP. PROVIDE WALL SHEATING NAIL AND CONNECTIONS TO MATCH EXISTING. MIN. PER SHEARWALL TYPE SWI PER SW SCHED. TYP. SCALE: 1/4" =1'-0" PROVIDE STRAP ACROSS THIS WINDOW ONLY PER DETAIL 6/54.0 NOTE: 1. CONTRACTOR SHALL REPLACE IN-KIND ALL LOOSE FRAMING AND MECHANICAL CONNECTORS. CONTACT EOR WHEN DESIGN RECOMMENDATIONS ARE REQUIRED. ROOF FRAMING PLAN AIDL SC4LE: 1/4" 1'-0 34'-3' 6'-0' 14'-2' 5'-10' 51-3' DATE AC 09.12.2018 • ..1......- ........0. -l.•— - ^ r ` �T 'JJ ct '4' O.C. N 7F . > ': • '$ -~: (E) FLOOR JOIST APPEARED TO CONTACT EOR I' OTHERWISE DURI CONSTRUCTION • ;. Imo'%yJ1 • r .,. Y. X EXISTING aJ1. r--1 1• ROOF TO BE Ia: Zta • REPLACE ' '� }• — r J - •� I. • F}} �.f 1 w X 6:12 p • 6:12 )! L - J T • I 12/54.0 TYP. i x � �M..+i'�/_..'>,-•..r+-;: _an<'..•Ya. • • •0. NOTE: 1. CONTRACTOR SHALL REPLACE IN-KIND ALL LOOSE FRAMING AND MECHANICAL CONNECTORS. CONTACT EOR WHEN DESIGN RECOMMENDATIONS ARE REQUIRED. ROOF FRAMING PLAN AIDL SC4LE: 1/4" 1'-0 34'-3' 6'-0' 14'-2' 5'-10' 51-3' 6'-0' 10'-0' 24 24 4'-2' 5'-11' 34'-3' FOUNDATION FRAMING PLAN ROOF RIDGE APPEARED TO BE SAGGING. CONTRACTOR TO MAKE RIDGE LEVELED. 1-71 SCALE: 1/4" =1'-0" T 11 EXISTI N ROIF F TOREN (0'51717/ 1 1 MI 0 - -f 12 J--U--I---IL PROVIDE STRAP AWINDOW SONLY PER EXISTING DETAIL 6/54.0 k ROOF FRAMING 10/54 0 TYP. 1- 5:12 11===="b u 9/S4.0 TYP. DOES NOT E DAMAGE. FOUND G (E)2X4 a 16' O.G. TO REMAIN. CONTRACTOR TO FIELD INSPECT DURING CONSTRUCTION AND REPLACE ALL FRAMING THAT zz/------------ A44PEARED TO BE DAMAGED. CONTRACTOR TO ADJUST IUALL TO MAKE PLUMB. ADD NAIL SHEATING TQ STUD TO MATCH EX PA,TTERN. TYP. kn a 5:12 TYP PROVIDE WALL SHEATING NAIL AND CONNECTIONS TO MATCH EXISTING. MIN. PER SHEARWALL TYPE SWI PER SW SCHED. TYP. SEE 4/54.0 FOR GABLE AND WALL BRACING TYP. REINFORCED > 1 --ter— L 5:12 2X12 a 24' O.C. TYP. APPROXIMATE DAMAGED ROOF AREA. CONTRACTOR TO FIELD INVESTIGATE AND CONTACT EOR IF ADDITIONAL ARE FOUND DURING CONSTRUCTION REPLACE TO MATCH EXISTING 1/2' SHEATING w/ ed NAILS a 6' O.C. PANEL EDGES AND 12' O.C. FIELD MIN. •:1: EX ALL 2X4 RAFTERS TO BE REINFORCED w/ 2X6 AND COLLAR TIDE TYP. SEE 2/54.0 FOR GABLE AND WALL BRACING TYP. ROOF FRAMING PLAN OVERFRAMED 2X6 RAFTERS 2 24' O.C. SCALE: 1/4" =1'-0" REVIEVVED FOR CODE COMPLIANCE APPROVED DEC 2 7 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER w W 1-1"V W Ct CDZ W PO BOX 6076, FEDERAL WAY, WA 98063 PHONE: 253-414-7979 THESE PLANS AND ITS PRINTS ARE ALLOWED TO BE USE AT THE SPECIFIED LOT/ADDRESS ONLY. USE OF THESE DOCUMENTS ON ADDITIONAL LOTS SHALL REQUIRED AUTHORIZATION LETTER FROM PACSE. z 0 1= a cT 0 N W 0 DATE AC 09.12.2018 w 1— a 0 ^ r ` �T 'JJ ct ': '$ -~: (E) FLOOR JOIST APPEARED TO CONTACT EOR I' OTHERWISE DURI CONSTRUCTION ;. Imo'%yJ1 r .,. Y. X aJ1. r--1 Ia: Zta '� }• — r J - •� I. F}} �.f L - J 4 yll F; � �M..+i'�/_..'>,-•..r+-;: _an<'..•Ya. � Y s ,5.•-.t_. '•ira.'t-14'a..24.'+-iA-�__{- 4V VL.a•.:1`+'.•--�� r+. -.I^r`--: ..,M.-,.-4.—..-..--,,,—,. r+.,+♦) .�eS+..•:•_e`..' 6'-0' 10'-0' 24 24 4'-2' 5'-11' 34'-3' FOUNDATION FRAMING PLAN ROOF RIDGE APPEARED TO BE SAGGING. CONTRACTOR TO MAKE RIDGE LEVELED. 1-71 SCALE: 1/4" =1'-0" T 11 EXISTI N ROIF F TOREN (0'51717/ 1 1 MI 0 - -f 12 J--U--I---IL PROVIDE STRAP AWINDOW SONLY PER EXISTING DETAIL 6/54.0 k ROOF FRAMING 10/54 0 TYP. 1- 5:12 11===="b u 9/S4.0 TYP. DOES NOT E DAMAGE. FOUND G (E)2X4 a 16' O.G. TO REMAIN. CONTRACTOR TO FIELD INSPECT DURING CONSTRUCTION AND REPLACE ALL FRAMING THAT zz/------------ A44PEARED TO BE DAMAGED. CONTRACTOR TO ADJUST IUALL TO MAKE PLUMB. ADD NAIL SHEATING TQ STUD TO MATCH EX PA,TTERN. TYP. kn a 5:12 TYP PROVIDE WALL SHEATING NAIL AND CONNECTIONS TO MATCH EXISTING. MIN. PER SHEARWALL TYPE SWI PER SW SCHED. TYP. SEE 4/54.0 FOR GABLE AND WALL BRACING TYP. REINFORCED > 1 --ter— L 5:12 2X12 a 24' O.C. TYP. APPROXIMATE DAMAGED ROOF AREA. CONTRACTOR TO FIELD INVESTIGATE AND CONTACT EOR IF ADDITIONAL ARE FOUND DURING CONSTRUCTION REPLACE TO MATCH EXISTING 1/2' SHEATING w/ ed NAILS a 6' O.C. PANEL EDGES AND 12' O.C. FIELD MIN. •:1: EX ALL 2X4 RAFTERS TO BE REINFORCED w/ 2X6 AND COLLAR TIDE TYP. SEE 2/54.0 FOR GABLE AND WALL BRACING TYP. ROOF FRAMING PLAN OVERFRAMED 2X6 RAFTERS 2 24' O.C. SCALE: 1/4" =1'-0" REVIEVVED FOR CODE COMPLIANCE APPROVED DEC 2 7 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER w W 1-1"V W Ct CDZ W PO BOX 6076, FEDERAL WAY, WA 98063 PHONE: 253-414-7979 THESE PLANS AND ITS PRINTS ARE ALLOWED TO BE USE AT THE SPECIFIED LOT/ADDRESS ONLY. USE OF THESE DOCUMENTS ON ADDITIONAL LOTS SHALL REQUIRED AUTHORIZATION LETTER FROM PACSE. z 0 1= a cT 0 N W 0 DATE AC 09.12.2018 w 1— a 0 'JJ ct DRAW BY DATE AC 09.12.2018 PAC STRUCTURAL ENGINEERING JOB NO. 1843 TREE DAMAGE REPAIR TO THE ROSS RESIDENCE & ADU FOUNDATION FRAMING PLAN S2.0 PACSEDESIGN@GMAIL.COM HOLDOWN SCHEDULE FRAMING (1) FLOOR TO FOUNDATION (WOOD TO CONCRETE) MARK (5.) (6.) SIMPSON MODEL END COLUMN (3.) HOLDOWN TO COLUMN NAILS/SCREWS ANCHOR DIA. x EMBED INTO TOP OF STEM WALL (1.) (2.) (4.) NOTES LSTHD8 LSTHD8/RJ (STRAP OPTION) DBL 2x STUD OR 4x POST (24) 16d SINKERS - - HDU2-SDS2.5 (BOLT OPTION) DBL 2x STUD OR 4x POST (6) SDS " x 2" �" DIA.x12" (OR 4" FROM BOTTOM OF FOOTING) - STHD10 STHD1O/RJ (STRAP OPTION) DBL 2x STUD OR 4x POST (28) 16d SINKERS - - HDU4-SDS2.5 (BOLT OPTION) DBL 2x STUD OR 4x POST (10) SDS " x 2 " 8" DIA.x30" (OR 4" FROM BOTTOM OF FOOTING) - STHD14 STHD14/RJ (STRAP OPTION) DBL 2x STUD OR 4x POST (38) 16d SINKERS - - HDU5-SDS2.5 (STRAP OPTION) DBL 2x STUD OR 4x POST (14) SDS " x 2 " i DIA. x42" (OR 4" FROM BOTTOM OF FOOTING)- (3) 2x6 & 2x8 HDU8 HDU8-SDS2.5 4x POST (20) SDS " x 23" g" DIA.x4" FROM BOTTOM OF FOOTING - HDU11 HDU11-SDS2.5 6x POST (30) SDS " x 2 " 1" DIA.x4" FROM BOTTOM OF FOOTING - HDU14 HDU14-SDS2.5 6x POST (36) SDS " x 23" 1" DIA. x4" FROM BOTTOM OF FOOTING - 4"" FLOOR TO FLOOR (WOOD TO WOOD) BOTH SIDES SW3 MARK SIMPSON MODEL END COLUMN. HOEDOWN TO COLUMN NAILS/SCREWS STRAP LENGTH NOTES CS16 CS16 DBL 2x STUD OR 4x POST (22) 10d COMMON IN SINGLE STUD 44" (13" END LENGTH) NAILING NOT REQ. AT RIM JOIST/CLEAR SPAN CS14 CS14 DBL 2x STUD OR 4x POST (30) 10d COMMON IN SINGLE STUD 50" (16" END LENGTH) NAILING NOT REQ. AT RIM JOIST/CLEAR SPAN MST48 MST48 DBL 2x STUD OR 4x POST (34) 16d COMMON IN DOUBLE STUD 48„ NAILING NOT REQ. AT RIM JOIST/CLEAR SPAN MST60 MST60 DBL 2x STUD OR 4x POST (46) 16d COMMON IN DOUBLE STUD 60» NAILING NOT REQ. AT RIM JOIST/CLEAR SPAN KEY NOTES: 1. ANCHOR BOLTS INTO CONCRETE TO BE A307. FLOOR TO FLOOR COUPLED -INSTALLED ANCHORS TO BE A36 THREADED ROD. 2. STANDARD WASHER PLATE TO BE 23"x23"xi" FOR i" DIA. BOLT, 3"x3"xa" FOR g" DIA. BOLT, AND 33"x33"xi" FOR 1" DIA. BOLT AT BOTTOM END OF THREADED ROD IN CONCRETE. 3. STITCH DOUBLE 2x w/ 10d SINKERS @ 4" o/c STAGGERED. 4. ALL ANCHOR BOLTS MUST BE RE -TIGHTENED PRIOR TO ENCLOSING THE WALL PERMANENTLY. 5. DOUBLE HOLDOWN INSTALLED ON A SINGLE POST SHALL BE VERTICALLY OFFSET WITH EXTENSION ROD ON THE OPPOSITE SIDE. 6. POST -INSTALL HOLDOWN IS ONLY ACCEPTABLE AT EXISTING CONCRETE. POST -INSTALL ANCHORS FOR NEW CONSTRUCTION IS NOT ACCEPTABLE. EMBED 8" MINIMUM INTO FOUNDATION. HOLDOWN SCHEDULE BUILT UP COLUMN SCHEDULE FRAMING (1) NAIL &THRU BOLT OPTION SIMPSON SDW SCREW OPTION (LENGTH x SPACING) SIMPSON SDS SCREW OPTION (LENGTH x SPACING) END DISTANCE EDGE DISTANCE END DISTANCE EDGE DISTANCE END DISTANCE EDGE DISTANCE (2) 2x4 10d COMMON @ 6" o/c STAGGERED 3" LONG @ 6" o/c STAGGERED 3" LONG @ 6" o/c STAGGERED 23" 1" 3.5" 1.5" 4" 1.5" (3) 2x4 30d SINKER @ 8" o/c STAGGERED 4" LONG @ 8" o/c STAGGERED 43' LONG @ 8" o/c STAGGERED 33" 13" 3.5" 1.5" 4" 1.5" (2) 2x6 & 2x8 (2) ROWS OF 10d COMMON @ 6" o/c (2) ROWS OF 3" LONG @ 6" o/c (2) ROWS OF 3" LONG @ 6" o/c 23" 1" 3.5" 1.5" 4" 1.5" (3) 2x6 & 2x8 (2) ROWS OF 30d WIRE @ 8" o/c (2) ROWS OF q" © 8" o/c (2) ROWS OF 43" LONG @ 8" o/c 33" 13" 3.5" 1.5" 4" 1.5" (4) 2x6 &2x8 (2) ROWS OF 3" DIA. THRU BOLTS (2) ROWS OF 6" @ 8" o/c (2) ROWS OF 43" LONG @ 8" o/c 3x 4" 2" 3.5" 1.5" 4"" 1:5 NAILS: 10d COMMON = 0.148" DIA. x 3" LONG 30d SINKER = 0.207" DIA. x 43" LONG SDW SCREWS: SDW22300 = 0.22" DIA. x 3" LONG SDW22438 0.22" DIA. x 4" LONG SDW22600 = 0.22" DIA. x 6" LONG SDS SCREW: SDS25300 = 0.25" DIA. x 3" LONG SDS25412 = 0.25" DIA. x 43" LONG SDS24600 = 0.25" DIA x 6" LONG THRU BOLTS: 3" DIA. THRU BOLT W/ WASHER AT HEAD AND NUT ENDS. BUILT-UP COLUMN SCHEDULE END DISTANCE EDGE DISTANCE 1 SPACING STUD PACK STAGGERED "x" INDICATES NAILS/SCREWS INSTALLED FROM FAR SIDE OF STUD PACK "o" INDICATES NAILS/SCREWS INSTALLED FROM NEAR SIDE OF STUD PACK (2) ROWS NAILS SCHEDULE PENNY WEIGHT SHANK 0 LENGTH 8d COMMON 0.131" 23" 10d COMMON 0.148" 3" 16d COMMON 0.162" 33" 20d COMMON 0.192" 4" 10d BOX 0.128" 3" 16d BOX 0.135" 33" NAIL SCHEDULE. SHEARWALL SCHEDULE TYPE (7.) (11.) (14.) SHEATHING (OSB APA RATED STRUCT I) (4.) PANEL NAILING w/ 8d COMMON 0.131"0 x 23" (EDGES: FIELD) (INCH o/c) (3.) (9.) STUD AT ABUTTING PANEL EDGES (1.) (2.) RIM JOIST or/ BLOCKING TO TOP PLATE w/ A35 or/ LTP4 (INCH o/c) 2x BOTTOM PLATE TO RIM JOIST 16d BOX NAILS 0.135"0 x 33" (INCH o/c) (9.) (12.) SILL PLATE TO CONCRETE CAPACITY SEISMIC/WIND (PLF, ALLOWABLE) SILL PLATE J -BOLT TO CONCRETE CAST IN PLACE (INCH o/c) (8.) RETROFIT AT EXISTING CONCRETE ONLY w/ UFP10-SDS3 (INCH o/c) SW1 7/16" 6:12 2x 24 6 2x "0 © 48 48 220 / 310 SW2 7/16" 4:12 2x 16 4 2x " 0 © 32 36 320 / 450 SW3 7/16" 3 STAGGERED:12 3x 12 3 3x " o © 24 26 410 / 580 SW4 7/16" 2 STAGGERED:12 3x 10 2 3x " 0 © 16 20 540 / 760 SIDES BOTH SW2 W 7/16" 4:12 3x 8 (2) ROWS OF 3x pro 18 650/910 BOTH SIDES SW3 7/16" 3 STAGGERED:12 3x 6 (2) ROW OF 2"4 3x © 12 UFP CLIP NOT ACCEPTABLE FOR RETROFIT 830 / 1170 BOTH SIDES SW4(2) 7/16" 2 STAGGERED:12 3x 433x ROW OF " o © 8 UFP CLIP NOT ACCEPTABLE FOR RETROFIT 1080 / 1520 IF SW LINE IS CONT ACROSS WALL OPENING, PROVIDE SW NAILING AND STRAPS ABOVE AND BELOW WALL OPENING WALL OPENING -�1(►1 NEE- MOE SW LINE. SW TYPE SW LINE. SW TYPE c -WALL OPENING IF SW LINE IS NOT CONT ACROSS WALL OPENING, STRAPS AROUND OPENING IS NOT REQD SW LINE. SW TYPE SW LEGEND PROVIDE WALL SHEATHING ON BOTH SIDES OF WALL IF SW SYMBOL IS PRESENT SW LINE. SW TYPE KEY NOTES: 1. INTERMEDIATE FRAMING TO BE 2x STUDS. (2)2x MAY BE USED IN LIEU OF 3x STUDS; NAIL TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING. 2. PROVIDE (2) STUDS MINIMUM AT SHEARWALL ENDS UNLESS REQUIRED OTHERWISE PER HOLDOWN SCHEDULE. PROVIDE PANEL EDGE NAILING TO ALL STUDS. 3. BLOCK ALL PANEL EDGES. 4. 15/32" CDX PLYWOOD SHEATHING MAY BE USED IN LIEU OF 7/16" APA RATED SHEATHING OSB. 5. EVERY ELEMENT IN SHEARWALL TYPE (2) SIDES 4 SHALL BE MADE OF DOUG -FIR #2 WOOD OR BETTER. 6. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SHEATHING MUST EXTEND TO THE OUTSIDE EDGE OF ALL HOLDOWN POSTS AND CORNERS. 7. J -BOLTS ANCHORS SHALL BE 10" LONG MIN AND SHALL BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR CONCRETE CAST AGAINST SOIL. POST -INSTALLED EXPANSION ANCHORS SHALL BE EMBEDED 6". PROVIDE SIMPSON BPS 3x34" SLOTTED HOLE SQUARE WASHER @ J -BOLT TO SILL PLATE (SIMPSON BP 5/8-3 or/ EQUIV). MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 27 2018 City of Tukwila BUILDING DIVISION 9. NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR BORITE TREATED WOOD) MUST BE HOT. DIPPED. GALVANIZED OR STAINLESS STEEL TO RESIST CORROSION. 10. CLIPS INSTALLED DIRECTLY TO FRAMING SHALL USE 8d X 13" COMMON NAILS. CLIPS INSTALLED OVER WALL SHEATHING SHALL USE 8d X 23" COMMON NAILS. 11. WHERE SHEATHING APPLIED TO BOTH SIDES OF WALL, PANEL JOINTS SHALL BE STAGGERED OR NOT LAND ON THE SAME STUD. 12. WHERE BOTTOM PLATE TO RIM JOIST REQUIRED (2) ROWS OF NAILING, PROVIDE ADDITIONAL BLOCKING BETWEEN JOISTS AND STITCH BLOCKING TOGETHER w/ (6) 10d 13. PROVIDE SHEATHING GAP PER GENERAL NOTES IN "WOOD" SECTION. 14. ALL FRAMING ELEMENTS IN SHEARWALL TYPE SW4 SHEATHED BOTH SIDES SHALL BE MADE OF DOUG -FIR #2 WOOD MINIMUM. SHEARWALL SCHEDULE NAILS. RECEIVED CITY OF TUKWILA OCT 1 6 2018 PERMIT CENTER PO BOX 6076, FEDERAL WAY, WA 98063 PHONE: 253-414-7979 EMAIL: PACSEDESIGN@GMAILCOM THESE PLANS AND ITS PRINTS ARE ALLOWED TO BE USE AT THE SPECIFIED LOT/ADDRESS ONLY. USE OF THESE DOCUMENTS ON ADDITIONAL LOTS REQUIRES AUTHORIZATION LETTER FROM PACSE. DESCRIPTION AC DATE 09.12.18 w 1-- 0 4k > w DRAW BY AC DATE 09.12.18 PAC STRUCTURAL ENGINEERING JOB NO. 1843 � Q w co EL tW.� wz oC w W ° CD co <ci) CO w� w� GC H= Co H CO _0) Q C) 4<e'•41. N SCHEDULES S3.0 PO BOX 6076, FEDERAL WAY, WA 98063 PHONE: 253-414-7979 EMAIL: PACSEDESIGN@GMAIL.COM THESE PLANS AND ITS PRINTS ARE ALLOWED TO BE USE AT THE SPECIFIED LOT/ADDRESS ONLY. USE OF THESE DOCUMENTS ON ADDITIONAL LOTS REQUIRES AUTHORIZATION LETTER FROM PACSE. DESCRIPTION 5. 21. 4�15. 20. . 1. NOT 2. USED 14. 2X4 SECONDARY BRACE @ 48" o/c SW PANEL EDGE NAILING PER SW SCHED BRACE TO BLKG 1. 2x BLKG BTWN TRUSS BAYS 2. ROOF SHTHG PANEL EDGE NAILING Lu 1- Q in t;Y` - q w c 15. (3)16d NAILS PER PLAN 5 -0 MAX SECONDARY ��'• SP .S Q` o�OP II®4ir 14 Pik. 18. x 17 1 g. 3. 4. 5. INTO SIMPSON H2.5 CLIP PER SW SCHED 16. 2x6 PRIMARY BRACE @ 48" o/c SIMPSON LTP4 PER SW SCHED 17. (2)16d NAILS INTO VERT WEB. IF WEB NOT PRESENT,SCAB FULL HT VERT FROM BOT ROOF SHTHG PANEL EDGE NAILING PER PLAN CHORD w/ (4)100 NAILS EE, TYP 2x BLKG , ' , , / 3. SIMPSON LTP4 CLIP PER SW SCHED 4. SW PANEL EDGE NAILING PER SW SCHED BRACE ��G �Q- 18. NAILS BRACE TO BLKG 1 ' 6. 7. Q P Q�\� 22 S 6. 7. SIMPSON A34 CLIP @ EA BRACE (4)16d 2x4 CONT PURLIN 19. 2x BLKG TYP , ' , ' ; ,_••' 5. SIMPSON H2.5 CLIP PER SW SCHED 4'-O" PRIMARY SECONDARY BRACE TO 8 10. 11. 1- g x 16. 8. 9. ;3)16d NAILS 2x PURLIN TO 2x FLAT AT 20. (2)10d NAILS EE OF BLKG INTO TRUSS, TYP BRACE 21. (5)8d NAILS INTO BLKG, TYP 2x4 CONT FLAT 22. TRUSS PER MFR `i 5. •3. 4• � T 1 ►,i rii 10. :2)16d NAILS 2x FLAT TO EA GABLE TRUSS = WEB NOTES: 13. • IN PROVIDE SIMILAR 12. n 11. TRUSSES SHOWN DETAIL. SIMPSON LTP4 PER SW SCHED IF SHTHG BRACING AT RAFTER FRAMING. BREAKS • TRUSSES SHOWN ARE COMMON TYPE, TRUSS GABLE END 12. 13. WALL BRACING (TYP) SW PANEL EDGE NAILING PER SW SCHED TYPE MAY VARY PER PLAN. SIMPSON GBC CLIP ES OF PRIMARY BRACE TOP OF WALL FRAMING (TYP DET) 0 4 / 1• 1. (6)16d NAILS EE OF HDR 2. SIMPSON ST6224 STRAPS ALL CORNERS OF OPENING 3. TRIMMER STUD: V FRAMING ABOVE NOT SHOWN FOR CLARITY 1. (12)16d @ 13" o/c NAILS STAGGERED AT ES OF TOP PL 2. (4)16d @ 13" o/c NAILS STAGGERED AT ES OF TOP PL V FRAMING ABOVE NOT SHOWN FOR CLARITY 1. TRUSS PER PLAN 2. GIRDER TRUSS PER PLAN 3. BLKG BTWN TRUSSES 4. SIMPSON HURRICANE CLIP PER SW HEADER 2. (1) UP TO 6'-0" OPENING 4'-0" LAP MIN 1. X X 3. (2)16d NAILS @ 16" o/c 1. 3. 2. 4. SCHED (2) UP TO 10'-0" OPENING UNO PER PLAN . 4. DOUBLE TOP PL �- 5. SIMPSON LTP4 CLIP PER SW `\\\ 1 l 1. i i i 111 11111 III :� � .l � SCHED 3i 4. KING STUD: NOTES: :. i \ / WINDOW i/ .\ / \\ / i/ \\ I NSW 74. 5. f S �� (1) UP . TO 3 -0 OPENING (2)UP TO 8'-0" OPENING UNO PER PLAN 5. 2x BLKG BEHIND STRAPS NOTES: • STRAPS ONLY REQD AT SW PER PLAN. S 2. 3. STUDWALL 4. • SPLICE PL ABOVE STUD ONLY. S • SIMPSON ST6236 MAY BE USED IN LIEU OF NAILING AT SPLICE. S STUDWALL 6 - 6. SIMPSON GIRDER TRUSS CLIP: LGT2 @ (2)PLY LGT3 @ (3)PLY LGT4 @ (4)PLY NOTES: • PROVIDE SIMPSON HCP (HIP CORNER PLATE) AT HIP TRUSS TO WALL. • STRAPS NOT REQD IF SW LINE ON SW PLAN IS NOT CONT ACROSS OPENING. HEADER (TYP DET) TOP PLATE SPLICE (TYP DET) TOP 8 OF STUDWALL TO ROOF (TYP DET) 6 ® 7 9. . git /'f 1 ,; ,•� 2 • 3. 4• " •.... 6. 8. ' 10. 1. 2x OVERFRAMING 2. RF PANEL EDGE NAILING TYP 3. (2) ROWS OF 16d � 4. 2x RAFTER 5. LTP4 PER SW SCHED TYP 6. SW PANEL EDGE NAILING TYP 7. HURRICANE CLIP TYP 8. 2x4 @ 16" o/c PONY WALL = 1. 1x RIDGE BOARD 1. 2 2. 2x4 COLLAR TIE, 1" SPACE MAX FROM RIDGE BOARD, (5) 16d 3• NAILS EA END / 1. 2x BLKG BTWN TRUSS BAYS 2. ROOF SHTHG PANEL EDGE NAILING PER PLAN ,, , �,, / 3. SIMPSON LTP4 CLIP PER SW / � \ `\ 4. 3. 2x6 SISTERED ONTO EX 2x4, STITCH w/ 10d NAILS @ 6"o/c ���� \��� STAGGERED ���/ ���� OVERFRAMING NOT SHOWN � � ,. 4. EX 2x4 ��' ��� 5. 2x6 COLLAR TIE w/,' � �\ (9)16d NAILS 5. AT EA END, DO NOT SUPPORT �' � CEILING ON COLLAR TIE 1• , / , ;i 3.X / , ' ' , / 4, 5' SCHED 4. SW PANEL EDGE NAILING PER SW SCHED 5. SIMPSON H2.5 CLIP PER SW SCHED 6. EX STUD WALL '� == - �'� "� 6 6. EX CEILING FRAMING TO REMAIN X • 9. MAIN ROOF FRAMING ' 11. 10. LTP4 @ SHEATHING SPLICE 11. EX STUDWALL r 'I 7. EX WALL 6• A� PONY WALL ON RAFTER ROOF RAFTER REINFORCEMENT TRUSS TO WALL 12 10 9 1. 2x BLKG BTWN TRUSS BAYS 2. ROOF SHTHG PANEL EDGE NAILING 1. EX STUDWALL PER PLAN 2. SW SHTHG PANEL EDGE NAILING I PER PLAN. I 3. SIMPSON LTP4 CLIP PER SW 1 2• 5• 3. (2)ROWS OF SW NAILING 9 6. SCHED I 3, REVIEWED FOR 4. SW PANEL EDGE NAILING PER SW VI ,/ IVI M 4. VI 1 SCHED i IN IIII r - _ _ 'LI S 5. EX BOT PL TO RIMJOIST 6. EX JST PER PLAN CODE COMPLIANCE APPROVED DEC0I 2 7 2018 5. SIMPSON H2.5 CLIP PER SW SCHED I I 7 7. SIMPSON UFP CLIP PER SW SCHED 5. 4. 3, `I "' I = =I 1 �= I II AI I -1 - NOTES: • SAWN LUMBER FRAMING SHOWN IN City Of Tukwila BUILDING DIVISION 01 " Or i_ DET ,, Il:FI�I I� I' Vc,4 I 1. I I LJ I' PARALLEL JOISTS PERPENDICULAR JOISTS ! RECEIVED RAFTER TO WALL FOUNDATION CONNECTION CITY OF TUKWILA OCT 1 6 2018 PERMIT (..,f.-.:14 i•�r� imi 14 ilN. t PO BOX 6076, FEDERAL WAY, WA 98063 PHONE: 253-414-7979 EMAIL: PACSEDESIGN@GMAIL.COM THESE PLANS AND ITS PRINTS ARE ALLOWED TO BE USE AT THE SPECIFIED LOT/ADDRESS ONLY. USE OF THESE DOCUMENTS ON ADDITIONAL LOTS REQUIRES AUTHORIZATION LETTER FROM PACSE. DESCRIPTION AC DATE 09.12.18 Lu 1- Q in q w c DRAW BY AC DATE 09.12.18 PAC STRUCTURAL ENGINEERING JOB NO. 1843 WOOD & CONCRETE DETAILS S4.0