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Permit D19-0068 - STOLYARCHUK GARAGE - NEW GARAGE ACCESSORY
STOLYARCHUK GARAGE 15828 51ST AVE S DI 9-0068 �~^�vx ^�� Tukwila "�U~� ^�n u ��m`���oa Department of Community Development 630OSoudnmpruerBoulevard, Suite N10O Tukwila, Washington 98108 Phone:3O6-W1'367V Inspection Request Line; 2V6'438'936U Web site. http://w/wm/.Tukw/i|aVVA.gnx Parcel No: 1157200072 Project Name: STOLYARCHUK GARAGE DEVELOPMENT PERMIT Permit Number: U19'0068 y15-//q Permit Expires On: 8/ZS/2019 Issue Date: Owner: Address - Contact Pe,som; 158Z8BSTAVE S,TUKVV|UA,WA, 98188 QONATVVUOD Address: 1200DES K8O|NBMEMORIAL DR5' SEAlTLE,VVA 98168 Contractor: Nome: OWNER AFFIDAVIT -N|KOLAY Phone: STOLYARCHUK Address License No: Expiration Date; Lender: ''' DESCRIPTION OFWORK: CONSTRUCTION OFANEW GARAGE ACCESSORY TOEXISTING PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTxO'STORM DRAINAGE, Project Valuation: $8623I.20 Type ofFire Protection: Sprinklers: Fire Alarm: Type ufConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,82350 Occupancy per IBC: U Water District: TUKW\Lx Sewer District: TUKVV|LA Current Codes adopted bythe City ofTukwila: 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: VVAC296-468: Code: ublic Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 75 Fill: 0 Number: 0 No Permit Center Authorized Signat e: alfAAte-ft-j Date:7 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 ard agree to the conditions attached to this permit. r~, Signature: Print Name: y Date: Q 7 / 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 4: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 6: Any material spilled onto any street shall be cleaned up immediately. 7: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 8: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 9: The Land Altering Permit Fee is based upon an estimated 75 cubic yards of cut If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 10: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 11: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 12: The property owner is responsible for the maintenance of its storm drainage system. 13: Work shall be performed in accordance with June 28th, 2018 Geotech Report prepared by Gary A. Flowers, PLLC, Geological & Geotech Consulting, If infiltration is not feasible please submit storm drainage revision is required. 14: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 15: 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. 16: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 17: 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. 18: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 19: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 20: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21: Ali electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 22: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 23: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 4035 SI-SOILS 5090 STORM DRAINAGE CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. b. Project No. bate AppliCation Accet•ited: Date Application Expires: (Fe,r ^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** SITEIX/CATIOIsT King Co Assessor's Tax No.: 1 2.41 ef:637 2,Q7 Tenant Name: *-T-Or.,06-r—kUC---/060/(114Z Site Address: PROPERTY QWNER , _________ Name:f4v4m—-rblase-c4-14-,te-- Address: le:,2..g7 316f A4,41, City!'"7".: lLilli CA.- State yys. ZiparE51w, CONTACT PERSON —person receiving all cor)ainunicattort , Name: Aid.attocr t-i4itowito VION'tritOIG '1;0 City:1067)440.„ Sta zijoicb Phto ci55„2„14.2,,Fax: 1...\5,..n.„6„,L GENERAL CONTRACTOR IN FORMATION Company Name: J. 7:::fr Address: City: State: Zip: Phone: Fax: Conti- Reg No.: Exp Date: Tukwila Business License No.: Suite Number: Floor: New Tenant: Ej Yes ..No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: EN61NEEil: bp RFCOI Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per I.CW19.27.095)4<, Name: Address: City: State: Zip: 14:1ApplicationsTormat Applications On Lbw \ 201 I Application:Roma Application Rcvised 8-9-1 I tdocx Rcvittcalt Auituttt 2011 bh Page I of 4 BUILDING PERMIT INFOIRMATION'- 206T4 670 Valuation of Project (contractor's bid price): $ Describe the scope of work (please provide detailed information): f*PivS7 Ales(' 4640` 1144s0 .1zzi-1. Will there be new rack storage? ❑ Yes to Existing Building Valuation: $ (.. No If yes, a separate permit and plan submittal will be required. Provide All Buildii Area. in Square,Footage Bel w tenor Remodel Addition to Existing' Type of ;tritcttort"iper Type of 'Occupancy per IBC 2"d Floor 3'd Floor Floors t Basement Accessory Structure* Attached Garage .Detached Garage Attached Carport 1 Lf Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: ela4412 � ,�� Lot Area (sq ft)3� // 51v46 Floor area of principal dwelling: I la"RJ� Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [fie No if "yes". explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? If `yes', attach list of materials and ,storage locations on a separate 8-1/2"x 11 "paper including quan ❑ Yes 0 No es and Material Safety Data Sheets. SEPTIC SYSTEM. ❑ ,...... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\forms-Applications On Linc\2011 Applica:ion \Pcrmil Application Rcvisut - R-9-I 1.dncx Revised: August 2011 I„h Page 2 of 4 I PUBLIC WORKS PERMIT INFORMATION— 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Water District 0 ...Tukwila 0 ... Water District # I 25 0 ...Water Availability Provided Sewer District 0 .,,Tukwila 0 ...Sewer Use Certificate 0...Valley View 0... Sewer Availability Provided .. flighlirie 0 .. Renton 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 Auvlication (mark boxes which am*); ...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 aunty): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way Non Right-of-way 0 0 ,..Total Cut oieVe3 cubic yards 0 ...Total Fill cubic yards 0 ...Sanitary Side Sewer ID ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 Geotechnical Report 0 .. Maintenance Agreement(s) o 0...Traffic Impact Analysis _Hold Harmless — (SAO) ...Hold Harmless — (ROW) O .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use — Potential Disturbance o .. Work in Flood Zone o .. Storm Drainage 0 .. Abandon Septic Tank 0 .. Curb Cut 0 .. Pavement Cut o .. Looped Fire Line Grease Interceptor 0 .. Channel ization o .. Trench Excavation O .. Utility Undergrounding 0 _Permanent Water Meter Size._ WO # .„Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size..„.. ...... WO # 0...Deduct Water Meter Size 0 ...Sewer Main Extension....„ ....... Public 0 Private o ...Water Main Extension,......„....Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HAApplicatinnslForrns-Applic-alinns On Line\ 2011 Applinuiona Pcxmii Applical inn Real- 1 1.clocx kevi.at August 2011 1,1, Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Print Name: Mailing Address: ZED AGEN Date: I Cr) Day Telephone: Ce# 3 - 27 7.- za TC:sMoto.lieg.Mtelyforzoi_ al& etio‘e City State Zip HAApplicationsWorma-Applications On Linc\ 201 I Applications \Pcrmit Application ReVISIA - 1 1.docx Auguct 201 I hh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 5TOLYARCH PERMIT # D9 0068 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access Pe.42 at) A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 -- 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25T1tfeNtltSlan Review Fee. CITY OF TUKWILA Approved 09.25.02 Last Revised 01.01.19 JUN 2 8 2019 CORK110N LTR# PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) (6) 7. Pavement Mitigation Fee (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin IB to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) /4 • Approved 09.25.02 Last Revised 01.01.19 r 2 Receipt Number DESCRIPTIONS / ! I ACCOUNT j QUANTITY PAID PermitTRAK $72.10 D19-0068 Address: 15828 51ST AVE S Apn: 1157200072 $72.10 Credit Card Fee $2.10 Credit Card Fee I R000.369.908,00,00 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R18655 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Tuesday, September 24, 2019 Paid By: NIKOLAY STOLYARCHUK Pay Method: CREDIT CARD 963600 Printed: Tuesday, September 24, 2019 12:12 PM 1 of 1 CO TUKWILx ETRAKIT 6200 SOUTH[ENTFR OLVD TUKWILA' W4 98,188 206'433'1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/24/I019 12:12:05 Pm CREDIT CARD SALE MASTERCARD X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETRAKIT 6200 5OUTH[ENT[R nLVD TUKWILA^ NA 98I88 206'433-1,870 CITY OF TUKWILA Date: 09/24/2019 12:12:05 Rn MASTERCARD Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS j ACCOUNTV C UANTITY PAID PermitTRAK $72.10 D19-0068 Address: 15828 51ST AVE S Apn: 1157200072 $72.10 Credit Card Fee $2,10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 DEVELOPMENT $70,00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R18579 R000,345.830.00.00 1.00 $70.00 $72.10 Date Paid: Monday, September 16, 2019 Paid By: NIKOLAY STOLYARCHUK Pay Method: CREDIT CARD 204091 Printed: Monday, September 16, 2019 11:31 AM 1 of 1 SYSTEMS CO TUKWILA ETKAKIT GZWW SOVTM[ENTFK BLVD TUKWILA, WA 98188 200'453'I870 CITY OF TUKWILu 0017348M08802374464500 Dote: 09/16/2019 ll:}l:l] AM CREDIT CARD SALE MASTERCARD [4Ko NUMBER: *+***+***9240 K TRAN AMOUNT: *72,10 APPROVAL [o: 204091 nE[0KD #: 000 [BnK ID: kandao X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,911.62 D19-0068 Address: 15828 51ST AVE S Apn: 1157200072 $1,911.62 Credit Card Fee $55.68 Credit Card Fee R000.369,908,00.00 0.00 $55.68 DEVELOPMENT $1,471.89 PERMIT FEE R000.322.100.00.00 0.00 $1,402.89 WASHINGTON STATE SURCHARGE B640,237.114 0.00 $6.50 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $31.25 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $31.25 PUBLIC WORKS $310.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $37.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $23.50 TECHNOLOGY FEE $73.55 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18219 R000.322.900.04.00 0.00 $73.55 $1,911.62 Date Paid: Wednesday, July 31, 2019 Paid By: NIKOLAY STOLYARCHUK Pay Method: CREDIT CARD 590918 Printed: Wednesday, July 31, 2019 10:13 AM 1 of 1 SYSTEMS Q CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 07/31/2019 10:12:37 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9240 K TRAN AMOUNT: $1,911.62 APPROVAL CD: 590918 RECORD #: 000 CLERK ID: kandace Thank you Customer Copy DESCRIPTIONS Cash Register Receipt City of Tukwila ACCOUNT I QUANTITY I PAID PermitTRAK 911.88 D19-0068 Address: 15828 51ST AVE S Apn: 1157200072 $911.88 DEVELOPMENT PLAN CHECK FEE $911.88 R000.345.830.00.00 0.00 $911.88 TOTAL FEES PAID BY RECEIPT: R16968 $911.88 Date Paid: Monday, February 25, 2019 Paid By: DONALD G ATWOOD Pay Method: CHECK 4065 Printed: Monday, February 25, 2019 10:14 AM 1 of 1 SYSTEMS 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: _ Type of Inspection: Zi/2-,&f4/6 Fl !'/-C� Address: 4573.2 a . � Date Called: Special Instructions: ��� Date Wanted: Cry 1 r a.m.' p.m. Requester: ars/ /33 ...- Phone No: Approved per applicable codes. COMMENTS: Sun Corrections required prior to approval. Inspector: n REINSPECTION FEE REQUIRIED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspechion. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr a t• Ty a of Inspection: AZ.Addre c r_�j ve, f Date Called: Special tnstruc ns: p-��� Date Wanted: a.m. p.m. Re uester: Phone 2 06 - 79 Approved per applicable codes.. El Corrections required prior to approval. COMMENTS: 7 nspecto Date: zoj REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1NSP =CTION 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: t% / Type of Inspection: Address: Date Called: Special lr structions: Date Wanted: C••� a.n . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS nspector: Date, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Ca!! to schedule reinspection. INSPECTION RECORD Retain a copy with permit NSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Lie (206) 438-9350 Pr oj ct: Typ f In ectlon: Address: Date Called: Special Instructions: Date Wanted: l � a.m. p.m. Req uester�� Ph pproved per applicable codes, 1J Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspec`tion. -WO? Q 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 INSPECTION RECORD Retain a copy with permit roct. •��� I i.7 ICE 14i� ` Type o lnspe inn: Address: /5 828 5 �' �� ��- ` L.,. Special Instructions: Date Wanted: 10 2 zo , a.m. p.m Requester: P one No ZO(""`! 335 Approved per applicable codes. El Corrections required prior to approval. MENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. €e must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ,Q.lorimAtortwret,s, 4.044V,„71,1t,""^".• N. 4 3045-08. N N N N • '• VERIFY ALL BEFORE PRODUCTION: DIM HEEL HEIGHT 401 TYP PITCH 5112 OVERHANG 16" LOADING 2518/7 I WIND 110 MPH EXP B ROOFING MATERIAL HVAC, NOT IN TRUSS CHECK AND APPROVE DESIGN AND ELEVATION A03 GIRDER. WALL UNDER A03 GIRDER 8' TOTAL BLOCK COUNT = 95 THIS IS A PRELIMINARY DESIGN, 1NOT TO BE USED AS AN OFFICIAL 1. QUOTE WITHOUTVERIFICATION— AND APROVAL OF DESIGN BY ENGINEER OR RECORD 30-00-00 50.004)0 0 N N 50-00-00 2 19•0040 2-o6-oo 2-od-oo 2,,00-00 2,00'00 2:-00:4)0 2-oo-oo 2-06-00 2-00,00 24)0, 0 2-00-00 2-00-00 2-00-00 2 2-000 2-004 2.00.00 2-00.00 2-00-00 2 0 • ODECOMPLIAN E APPROVED 20.00,00 JULZ5-2619- 7 7 6 2 9 14 4 0 o) o o 6. tr) 4 N 0 Ct 0 0 0 —1 ** IMPORTANT ** 4 = INDICATES LEFT END 6: Sheet Number 1 of 1 City of Tukwila BUILDING DIVISION F E Gary A. Flowers, PLLC Geological & Geo echnical Consulting 5205 23rd Avenue W Everett, WA 98203 June 28, 2018 Project No. 18008 Multani Custom Homes, LLC 9524 S 237th PI Kent, WA 98031 Attention: Mr. Paul Multani Subject: • Soil Assessment Report for Infiltration STOLYARCHUK GARAGE 15828 51ST AVE S Seattle, King County, Washington REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 5 2019 City of Tukwila BUILDING DIVISION As requested this geotechnical report provides specific information on the subsoil conditions on this property located at the above noted address in the White Center area of unincorporated King County. It is understood that onsite infiltration is proposed for disposal of storm water, and that additional information is required regarding depth to groundwater and the nature of the subsoils that will absorb this water. EXISTING CONDITIONS The subject property consists of nearly 7.600 square feet and is shaped as a rectangle. The parcel is overgrown with weeds and grass. Reportedly a structure was previously located on the property and was demolished 8 to 10 years ago. The property is essentially flat lying. There was no visual evidence of standing or flowing water. No hydrophilic plants were observed on the property. Subsurface Soil and Ground Water Conditions In order to characterize the subsurface soil and shallow ground water condition on the property a series of 3 exploration pits were excavated on the parcel. The following soil logs describes the observed conditions. EP-1 — west central area — west of proposed house location 0.0' — 3.5' 3.5' — 5.0' 5.0' — 6.0' loose, damp, tan, silty SAND with debris (concrete, wood, plastic) (SM) [FILL] medium dense, damp, brown, silty, fine to medium SAND, trace gravel, mottled and highly oxidized (SM) [WEATHERED GLACIAL TILL] very dense, damp, gray, silty, fine to medium SAND, with gravel (SM) [GLACIAL TILL] 206-819-4304 CORRECTION LTR# " . Gary A. Flowers, PLLC. N19 0010R NED UKWILA JUL 2 4 2019 PERMIT CENTER litultani Custom Horses, —LC Geotechnical Assessntent Report 9823 18" Ave SW, Seattle, King County, Washington No ground water seepage was observed inthe exploration pit. EP-2 — southwest central area — near to SW corner of proposed house 0.0' — 2.1' loose, dry to moist, brown, silty SAND, occasional gravel (SM) [FILL?] 2.1' — 5.0' medium dense, silty SAND, occasional gravel, mottled and highly oxidized (SM) [WEATHERED GLACIAL TILL] 5.0' — 5.5' very dense, damp, grey, silty, fine to medium SAND with gravel (SM) [GLACIAL TILL] EP-3 — east central area, planned front yard 0.0' — 2.1 ' loose, dry to moist, brown, silty SAND, occasional gravel (SM) 2.1' - 4.5' medium dense, damp, brown, silty, fine to medium SAND, occasional gravel, mottled and highly oxidized (SM) [WEATHERED GLACIAL TILL] 4.5' — 8.0' very dense, damp, gray, silty, fine to medium SAND, with gravel (SM) [GLACIAL TILL] Mappings The published map of the area, the Geologic Map of Seattle by Troost, Booth, Wisher and Shimel, 2005, indicates that the site is located in an area underlain by Vashon age lodgement till near the contact with Vashon recessional lacustrine. All 3 exploration pits were underlain by glacial till. Fill materials were present on the back (western) portion of the parcel overlying the till. The front portion of the parcel contained recessional lacustrine overlying the till. Conclusions and Opinions The subject site is underlain at shallow depth by relatively impermeable glacial till sediments (very dense silty sand with gravel). As evidenced by the highly oxidized sediments overlying the till at a depth of about 2 feet, seasonal ground water perches atop the till. As such, in accordance with KCSWM, it is our opinion that the subject property is not suitable for infiltration of storm water. In addition, the owner/builder must be aware of the unsuitable fill soils encountered in EP-1 and possibly in EP-2. Foundations for new structures must not be supported on the undocumented fill soils but must fully penetrate through the fill soils onto the underlying medium dense or better, native, glacial till soils. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either express or implied. 206-819-4304 Gary A. Flowers, PLL,C. email: gflowersOl C cotncast.net Multani Custom Homes, LLC 9823 18' Ave SW, Seattle, King County, Washington Geotechnical Assessment Report Respectfully submitted, Gary A. Flowers, P.G., P.E.G. Engineering Geologist Robert M. Pride, P,E. Geotechnical Engineer 206-819-4304 Gary A. Flowers, PLLC. email: 3 TSE Engineering FILE Re: J1035590 Maryana Bilas Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Sumner). Pages or sheets covered by this seal: I12803032. thru112803040 My license renewal date for the state of Washington is August 20, 2020. REVIEWED FOR CODE COMPLIANCE APPROVED JUL25 2019 City of Tukwila BUILDING DIVISION May 24,2019 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSUTPI 1. CORRECTION LTR# 2 Do-oo(D8 RECEIVED CITY OF TUKWILA JUL 2 4 2019 PERMIT CENTER !Job J1035590 ruSS 01 Truss co. Sumner, WA -1-4-0 1-4-0 3x4 33 T GABLE 10-6-0 10-6-0 32 31 30 29 26 tty IMaryana Biles Job Reference (optional) 6.240 s May 13 2019 MiTek Industrie ID:chC_Dn WeAHH718C68iZ8CnzEGJo-AOCue_PEB2Uh637W: 21-0-0 10-6-0 3e6 = 10 11 it Mt We 21-0-0 27 26 25 24 23 22 3x6 = 21 112603032 Thu May 23 15:11:04 2019 Page 1 CA 5GDHUIcLxy©a10tizzDaYb 22-4-0 1-4-0 20 3x4 Scale = 1:37.9 21-0-0 Plate Offsets (X.Y)-- [10:0-3-0,Edge) LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCOL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1,15 Lumber DOL 1.15 Rep Stress Inter YES Code IRC2015/TP12014 CSI, TC 0.11 8C 0.06 WB 0.03 Matrix-SH LUMBER - TOP CHORD 2x4 -IF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud DEFL. in (lac) Ildefi Ltd Vert(LL) 0.00 19 n/r 120 Vert(CT) 0.00 19 nil- 90 Horz(CT) 0.00 18 n/a n/a PLATES GRIP MT20 185/148 Weight: 94 Ib FT = 20% BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-0-0. (Ib) - Max Horz 2=59(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s) 2, 29, 30, 31, 32, 33, 34, 26, 25, 24, 22, 21, 20, 18 Max Gray All reactions 250 Ib or less at joint(s) 2, 28, 27, 29, 30, 31, 32, 33, 34, 26, 25, 24, 22, 21, 20, 18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vult=l lomph (3-second gust) Vasd=87mph; TCDL=4,8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TF'I 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct 1.10 4) Unbalanced snow loads have been considered for this design, 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on Overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads, 10) ' This truss has been designed for a live load of 23.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 29, 30, 31, 32, 33, 34, 26, 25, 24, 22, 21, 20, 18, 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 24,2019 A WARNING-VM,ry dexrge naremems and READNOTESON'NISAND INC-LIVEDMTrEK REFERENCE PAGE MIF74738EFOF4 USE. Design valid for use only earn MiTek connectors. This design is based only upon parameters shown, and is for an individual building oornponerd- Applicability of design paramenters and proper incorporation of component Is responsibility of bur ding designer - not taus designer, 0raeing eisrnvn is for lateral support of individual web members only. Additional temporary bracing to insure slabiity during construction is the responsbillily olihe erector, Additional permanent bracing of the overall structere is the responsibility of nhe huidmg designer- For general guidance regarding fabrication, quality control, storage, delver , erection and bracing, consult ANSIRPII Quality Criteria, D58-89 end BCS41 Building Component Safety Information available from Truss Plate Institute, 583 D'OnoMo Drive, Madison, WI 53719. theTRUSSco. £NC. J1035590 Truss Co, Sumner. WA 1-4-0 5-6-14 4-11-2 4-11-2 212_4-4_0-0 -1-4-0 1 5-6-14 10-6-0 I I 25.6.1-74 15-5-2 Scale = 1:37.9 Truss 02 02 \Truss Type common 14 aryana Biles 112803033 4x4 = 7-2-10 3x4 = 7-2-10 ' 1 lab Reference (0D110061) 6240 May 13 2019 MiTek Industries, Inc. The May 23 15:11:05 2019 Page lachC_OnAleAHH718C6(3inCnzEGJo-ebmGrKQsyMcYkDir9xpt0eNmgik4LYZpgmQEPzDaYa 4x5 4 3x6 = 13-9-6 3x4 21-0-0 41,4 = 6-6-13 7-2-10 LOADING TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 • BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CsI- TC 0.38 BC 0.46 WB 0.20 Matdx-MSH ()EFL. in (loc) I/defl Ud Vert(LL) -0.08 8 >999 360 Vert(CT) -0.15 8-16 >999 240 Horz(CT) 0.05 6 n/a n/a PLATES GRIP MT20 185/148 Weight: 73 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 SOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. Qb/size) 2=928/0-5-8 (min. 0-1-8), 6=928/0-5-8 (min. 0-1-8) Max Horz 2=-59(LC 11) Max Uplift 2=-84(LC 10), 6=-84(LC 11) BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1665/131, 3-17=-1467(104, 4-17=-1396/121, 4-18-=1396/121, 5-18=-1467/104, 5-6=-1665/131 SOT CHORD 2-10=-125/1502, 9-10=-24/999, 8-9=-24/999, 6-8=-66/1502 WEBS 4-8=-51/538, 5-8=-409/118, 4-10=-50/538, 3-10=-409/118 Structural wood sheathing directly applied or 4-1-5 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection. in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psi on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) - This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss lo bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard WARNING - Verlly design pa, 11,, a end READ NOTES ON THIS AND INCLUDED 11.177E71REFERENCE PACiE 136,-ORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsitiiity of bolding designer - rea truss designer. Bracing ShOwn Is for !meml support of individual web members only. Additional temporary bracing to insure stablity during construction Is the respansibillity ot the erector. Additional permanent blaring of the overall structure is the responsibility of the bulding designer. For general guidance regarding fabrication, quality Control, storage delivery, erection and bracing, consult ANSI/TP11 (Wetly Criteria, DSB410 end WS in Building Component Solely Information available from Truss Plate Institute, 583 D'OnoSo Drive, Madison, 51/1 53719, May 24,2019 thTR1JSScb. Truss Co. Sumner. WA -1-1-4-4-00 3x4 5.00 FIT 29 !GABLE 10-0-0 10-0-0 26 27 26 25 24 a 11280303 ,.ob Reference (optional) 8.240 s May 13 2019 kMTek Industries. Inc Thu May 23 15:11:09 2019 Page 1 ID:chC_DnW eAHH718C68iZ8CnzEGJo-W M?nhhTN0a7_Dg0DE7011 Ep7y1Bx0879kIkdOAzDaY W 20-0-0 21-4-0 10-0-0 I 1-4-0 3x6 = 9 20-0-0 10 2322 21 20 14 19 16 Scale = 1:36.3 3x4 = 20-0-0 Plate Offsets (X,Y)— [9:0-3-0,Edge) LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 • BCD_ 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015ITPI2014 CSI. TC 0.11 BC 0.05 WB 0.04 Matrix-SH DEFL. in (loc) I/defl L/d Vert(LL) 0.00 17 nir 120 Vert(CT) 0.00 17 n/r 90 Horz(CT) 0.00 16 n/a n/a PLATES GRIP MT20 185/148 Weight: 87 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (Ib) - Max Horz 2=56(LC 11) Max Uplift Alt uplift 100 Ib or less at joint(s) 2, 16, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18 Max Gray All reactions 250 lb or less at joint(s) 2, 16, 24, 23, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18 FORCES. OW- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cat. I1; Exp B; Enclosed; MW FRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (Flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow bads have been considered for this design, 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrenl with any other live loads. 10) ' This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 16, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard A WARNING - Ve;ey design paralr,nror., and READ NOTES CW THISANO INCCUD®M7TEX REFERENCE PAfEMS-7473 6 F0R5 USE Design valid rot use onty with Mirek connectors. This design is based only upon parameters shown, and is for an individual building component, Applicablity of design paramenters and proper incorporation of component is responsiblity of twirling designer- not truss designer. Bracing shown is for lateral support of individual web members only, Additional temporary bracing to insure slabiity during construction is the responsitillity of the erector. Additional permanent bracing et the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSIITPI1 Quality Clone, DSB-89 and BCSI1 Building Component Safety Irlfarrrration available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W1 53710: May 24,2019 the"RUSSco. INC. ob J11335590 Truss Co, Sumner, WA FUSS 5-5-10 1-4-0 5-5-10 1 Truss Type rnmon 10-0-0 10-0-0 4-6-6 Maryana Silas 112803036 Job Reference (optional) 8.240 5 May 13 2019 MiTek Industries, Inc. Thu May 23 15:11:10 2019 Page 1 ID:chC_DnWeAHH718C58IZ8CnzEGJo-_,YZ9u1 u?nuFrq_agojX_aRLDvhNAlaOlzyTBwczDaYV 14-6-6 20-0-0 z1-4-0 1 4-6-6 5-5-10 1-4-0 444 = 4 8 31(8 = \Ca: C 20-0-0 3x6 10-0-0 10-0-0 Scale = 1:36.3 6 Plate Offsets (X.Y)— (2:0-3-0,0-1-81. (6:0-3-0,0-1-81 LOADING (psi) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 ' BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.36 BC 0.69 WB 0,29 Matnx-MSH DEFL. in (loc) 1/defl L/d Vert(LL) -0.17 8-14 >999 360 Vert(CT) -0.32 8-11 >748 240 Horz(CT) 0.04 6 n/a n/a PLATES GRIP MT20 185/148 Weight: 68 Ib FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (lb/size) 2=888/0-5-8 (min. 0-1-8), 6=888/0-5-8 (min. 0-1-8) Max Horz 2=-56(LC 15) Max Upllit 2=-81(LC 10), 6=-81(LC 11) BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1548/135, 3-15=-1136/57, 4-154-1068/72, 4-16=-1068/72, 5-154-1136/57, 5-6=-1548/136 BOT CHORD 2-8=-125/1400, 6-8=-69/1400 WEBS 4-8=0/552, 5-8=-525/136, 3-8=-525/135 Structural wood sheathing directly applied or 4-2-7 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vull=110mph (3-second gust) Vasd=87mph; TCDL=4.8ps1; BCDL=4.2psf; h=25f1; Cat, II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Rf=25.0 psf (fiat roof snow); Category II; Exp B; Partially Exp.; Ct=1,10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 6) ' This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 we will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6. 8) All dimensions given in feet -Inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 24,2019 WARNING- Verify design parameters and REAP NOTES ON THIS AND INCLUDED higEK REFERENCE PAGE 4111,7473 BEFORE Design valid far use only with MiTek connectors, This design is ba secl only upon parameters 51,0VM, and I5 'for an individual building component. Applicabdity of design paramenters and proper incorporation of component is responsiblity of budding designer - not truss designer. Bracing ShOwn is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the respansibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabricationquality control, storage, delivery, erection and bracing, consult ANSI11711 Queirly Cnterhs, 1138.89 and BCSIl Building Component Safety I, go....1k., evadable from Truss Plate Institute, 583 D'Onofrio Drive, Madman, VX1 53719. iSEib .11035590 Truss Co. .1-4-0 1-4-0 Sumner, WA 3v6 russ 5-3-14 5-3-14 Tcruss Type ornmon 10-0-0 10-0-0 10-0-0 4-8-2 aty Maryana Bile112803037 ob Reference (optional) 8.240 s May 13 2019 MiTek Industries:Inc, Thu May 23 15:11:11 2019 Page 1 lachC_OnWeAHH718C68iZ8CnzEGJe-Sk7X6NVelYCNh$89sM02106fuOe5jSU1NSCcDkS3zDaYU 14-8-2 20-0-0 i 21-4-0 1 1 I 4-8-2 5-3-14 1-4-0 Scale = 1:36.3 4e4 = 4 3%8 = 4 1 20-0-0 10-0-0 Plate Offsets (X.Y)- 12:0-3-0,0-1-81. 16;0-3-0,0-1-81 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1,15 Rep Stress Incr YES Code IRC2015/TP12014 CS!. TG 0.36 BC 0.69 WB 0.31 Matrix-MSH DEFL. in (loC) I/defl Ud Vert(LL) -0.17 8-14 >999 360 Vert(CT) -0.32 8-11 >755 240 Horz(CT) 0.05 6 nla n/a PLATES GRIP MT20 185/148 Weight: 69 lb FT = 20% LUMBER - TOP CHORD 2x4 No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (I6/size) 2=888/0-5-8 (min. 0-1-8), 6=888/0-4-8 (min. 0-1-8) Max Horz 2=-56(LC 15) Max Uplift 2=-81(LC 10), 6=-81(LC 11) BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1560/138, 3-15=-1137/57, 4-15=-1069/72, 4-16=-1069/72, 5-16=1137/57, 5-6=-1560/138 BOT CHORD 2-8=-129/1412, 6-8=-73/1412 WEBS 4-8=0/537, 5-8=-534/138, 3-8=-534/138 Structural wood sheathing directly applied or 4-2-12 oc patins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabitizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8pst BCDL=4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed tor a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 2, 6. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format, LOAD CASE(S) Standard May 24,2019 WARNING • V&ty dt.sig,, paramecers and REAP NOTES ON THIS ANC WCLUDED AirRFX REFEREAVE PAGE Af11-7473 8,3-ORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and propel' incorporation of component Is responsiblity of bulding designer - not truss designer. Eiracingehcnvn is for lateral support of individual web members only. Additional temporary bracing to insure stablity during construction is the responsibility ot the erector, Addhional permanent bracing of the overall structure is the re-sponsibBiry of the buiding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSVTPI1 Quality Criteria, DSB-89 and BCSI1 Beading Component Salary avaaable from Truss Plate Institute, 583 D'Onofrio Drive, MacSson, WI 53719. Job t11035590 TruSS CO. Sumner. WA (truss -1-4-0 5-3-14 1-4-D 5-3-14 4x5 = russ Type 10-0-0 10-0-0 4-8-2 IMaryana Biles 112803038 Job Reference (optional) 8.240 6 May 13 2019 MiTek Industries, Inc. Thu May 23 15:11:12 2019 Page 1 tO:ct1C_DnWeAHH718C68'ZBCnzEGJ o-xxhv,11wNV VY 41 k3w7ZSfsRZ5V38DUUbQGyl_VzDa YT 14-8-2 20-0-0 4-8-2 5-3-14 4x4 = 4 3x8 = 20-0-0 Scale = 1:34.3 4x5 6 10-0-0 10-0-0 Plate Offsets (X,Y) - [4:0-2-0,0-2-41 LOADING (psf) TCLL 25.0 (Root Snow=25.0) TCDL 8.0 BCLL 0.0 ' BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1,15 Rep Stress Incr YES Code IRC2015fTP12014 CSI. TC 0.37 BC 0.70 W8 0.32 Matrix-MSH DEFL. in (loc) Ildet Ud Vert(LL) -0,17 7-10 >999 360 Vert(CT) -0,32 7-10 >742 240 Horz(CT) 0,05 6 n/a cola PLATES GRIP MT20 185/148 Weight: 67 lb FT = 20% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. pb/size) 6=797/0-4-8 (min. 0-1-8), 2=891/0-5-8 (min. 0-1-8) Max Harz 2=63(LC 14) Max Uplift 6=-61(LC 11), 2=-81(LC 10) BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - NI forces 250 (lb) or less except when shown. TOP CHORD 2-3=1568/139, 3-14=-1146/61, 4-14=-1077/74, 4-15—1077f72, 5-15=-1147/58, 5-6=-1580/144 BOT CHORD 2-7=-136/1420, 6-7=-92/1434 WEBS 4-7=0/546, 5.7=-550/142, 3-7=-519/138 Structural wood sheathing directly applied or 4-1-7 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stablizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCOL=4.8psf; BCDL=4.2psf; h=2511; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1,60 2) TCLL: ASCE 7-10; P(=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times at roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard WARNING - VeAfy Gea'gn pararrokr.> a Design valid for use only w}[h MiTek connectors. This design is Applicability or design parawenters and proper 6,wrporation of corn Is for lateral support of individual web members only. Additional temporary . erector. Additional permanent bracing of the overa! structure's the respons fabrication. duality control, storage, delvery. erection and bracing, consult Safety IrAmnmtMr evadable from Truss Plate Institute, 583 D`Dnofrio Drive, Mad' 7 PAGE MII.7473 BEFOREVSE individual building component designer. Bracing shown is Ile responsibility o1 the guidance regarding 0S8-89 and BCSYI Building component May 24,2019 'Tob J1035590 ruse Truss Co, Sumner, WA 1-4-0 4x5 5-3-14 5-3-14 \1-Common cuss Type 10-0-0 10-0-0 4-8-2 >ryana 112E303039 ob Reference (op(ional) 8.240 s May 13 2019 MiTek Industries. Inc. Thu May 23 15.11:12 2019 Page 1 10:chC_DnweAHH718C68a8CnzEG..io-xxhvJMEJVVY41k3w7ZSfsR.Z5V3cIDUUbOGyl_VzDaYT 14,9-2 20-0-0 4-8-2 5-3-14 4x4 = 3x8 =•- 20-0-0 Scale = 1:34.3 10-0-0 10-0-0 Plate Offsets (X.Y)— (4:0-2-0,0-2-41 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 • BCDL 7,0 SPACING- 2-0-0 CS!. Plate Grip DOL 1.15 TC 0.37 Lumber DOL 1,15 BC 0.70 Rep Stress Incr YES WB 0.32 Code IRC2015/TPI2014 Matrix-MSH LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (lb/size) 6=797/0-4-8 (min. 0-1-8), 2=891/0-5-8 (min. 0-1-8) Max Horz 2=63(LC 14) Max Uplift 6=-61(LC 11), 2=-81(LC 10) DEFL. in (loc) I/defl Lid Vert(LL) -0.17 7-10 >999 360 Vert(CT) -0.32 7-10 >742 240 Horz(CT) 0.05 6 n/a n/a PLATES GRIP MT20 185/148 Weight; 67 Ib FT = 20% BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1568/139, 3-14=-1146/61, 4-14=-1077/74, 4-15=-1077/72, 5-15=1147/58, 5-6=-1580/144 BOT CHORD 2-7=-136/1420, 6-7,-92/1434 WEBS 4-7=0/546, 5-7=-550/142, 3-7=-519/138 Structural wood sheathing directly applied or 4-1-7 oc pudins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10: Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=2501; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left end right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 6, 2. 8) All dimensions given in feet -inches -sixteenths (FFIISS) format, LOAD CASE(S) Standard May 24,2019 WARNING Verliy design parramerers and READ NOTES ON THIS AND UIJED M1TXRFFERFNCE PME b111-7473 BEFGRE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an indMdual building component. Applicability of design pararnentets and proper incorporation cf component is resportsibiity of bolding designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stablity during construction is the responsibillity of the erector, Additional permanent bracing of Inc overall structure is the responsibarly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/Mil Quality Criteria. DS8-139 and BCSI1 Building Coinpenent Salary Informadon available from Truss Pilate Institute, 583 D'Onofrio Drh'er Mason, W7 53719. Job 35590 Truss Co, Sumner, WA Fuss B06 russ I ype GABLE 10-0-0 10-0-0 Q Job Reference (optional) 8.240 s May 13 2019 MiTek Industries, Inc Thu May 23 15:11:14 2019 Page 1 ID:chC DnWeAHH718C68iZSCnzEGJo-tJogl(PXWgTGJbuRIYcwicHWzhJu6hSMuuaR030zDaYR — 20-0-0 I 21-4-0 I 10-0-0 1-4-0 3x6 = 20-0-0 20-0-0 112803040 I Scale = 1:36.3 Plate Offsets (X,Y)- [9:0-3-0,Edge] LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8,0 BCLL 0.0 - BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IRC2015JTP12014 CSI. TC 0.11 BC 0.05 WB 0.04 Matrix-SH LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 OTHERS 2x4 HF Stud DEFL. in (loc) Ifdefi Lld Vert(LL) 0.00 17 n/r 120 Vert(CT) 0.00 17 n/r 90 Horz(CT) 0.00 16 nla n/a PLATES GRIP MT20 185/148 Weight; 87 Ib FT = 20% BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 or. bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (Ib) - Max Horz 2=-56(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 2, 16, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18 Max Gray All reactions 250 Ib or less at joint(s) 2, 16, 24, 23, 25, 26, 27, 28, 29, 22. 21, 20, 19, 18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown, NOTES- (12) 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.2psf; h=25ft; Cal. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical lelt and right exposed; Lumber DOL=1,60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIJTPI 1. 3) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof bad of 25.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) - This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 16, 25, 26, 27, 28, 29, 22, 21, 20, 19, 18. 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard May 24,2019 49RN/NG - VeN4'denlg., yatgmeters end REA° NOTES ON THIS AND INCLUDED MREKREFEREN1 E PAGE M/1-7473 BEFORE f/SE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenlers and proper Incorporation of component is responsibliry of holding designer- not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to insure slabllry during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the budding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and brecng, consult ANSLTP11 Quality Criteria, DSB-89 end BCSI1 Building Component Safety h,furr,et wo available from Truss Plate Institute, 583 O'Onofrio 04en, Matson, W1 53719. Symbols PLATE LOCATION AND ORIENTATION 1100111111 MOW Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss and fully embed teeth, For 4 x 2 orientation, locate plates 0- 1(16 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MiTek 20120 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T, I or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSIITPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 8 dimensions shown In fl•In•eluteenthi (Drawings not to scale) TOP CHORDS BOTTOM CHORDS 7 3 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS 1CC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A 0 2006 MiTek® All Rights Reserved A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI1, 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced Trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear lightly against each other. 6, Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at lime of fabrication, 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber, 10. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 11, Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better Than that specified, 13, Top chords must be sheathed or purlins provided at spacing indicated on design, 14. Bottom duds require lateral bracing at 10 ft. spacing, or less, it no ceiling is installed, unless otherwise noted, 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use, Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSIITPI 1 Quality Criteria. TSE Engineering Re: J1035590 Maryana Bilas Tri-State Engineering, Inc. 12810 NE 178th Street Suite 218 Woodinville, WA 98072 425.481.6601 The truss drawing(s) referenced below have been prepared by Tri-State Engineering under my direct supervision based on the parameters provided by The Truss Company (Sumner). Pages or sheets covered by this seal: 112803117 thru112803117 My license renewal date for the state of Washington is August 20, 2020. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 5 2019 City of Tukwila BUILDING DIVISION May 24,2019 Terry Powell The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. CORRECTION LTR#Z. 00b8 RECEIVED CITY OF TUKWILA JUL 2 4 2019 PERMIT CENTER truss Truss Type Qly ly Maryana Biles 112803117 J1035590 1 Truss Go, Sumner, WA 4x6 03 2-8-13 - 5-0-0 2-8.13 2-3-3 0-3-14 2-7-1 Roof Special Girder 3 Job Reference (oplionalj_ 8.240 s May 13 2019 MiTek Industries, Inc Thu May 23 16:25:04 2019 Page 1 ID:chC_Dn W eAHH718C68iZ8CnzEGJo-9a UOUA81 ZEtinOYSYx4 m H U2_T3jbeoNyZoZpYczDZTD 7-10-15 1 10-6-0 131-1 is8-z 1610-e 18-33� 21-0-0 2-7-1 2-7-1 2-7-1 1-2-6 1-4-11 2-8-13 4x4 = 4x6 = 3x4 2x4 I I 3x10 4)(5 = 4x6 = Scale = 1:35.0 3x4 II m \ 9 W 1.. W 1'4. 9. 2.8-13 2-8-13 Plate Offsets (X,Y)-- [1:0-2-4,0-1-12], [2:0-1-12,0-2-0], [3:0-1-12,0-1-8J, [7:0-2.12.0.1-81 [8:0-1-12,0-1-8], [9:0-2.8,0-1-8], [11:0-2-4,0-1-121, [12:0-2-8,0-1-12], [13:0-1-12 .0-1-121 [17:0-1-12,0-1-81 [18:0-1-12,0-2-0], [19;0-1-12,0-2-0] 4x6 = 17 4x4 3x8 = 15 14 2x4 11 6x8 = 4x4 = 4x6 = 5-0-0 5 1 7-10-15 10-6-0 1}1-1 15-8-2 15-10-8 18-3-3 21-0-0 2-3-3 p 1a 2-7-1 2-7-1 7-7-1 I 2a-1 1-2-6 1-4-11 } 2-8-13 11 4x5 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 8.0 BCLL 0.0 BCDL 7.0 SPACING- 2-0-0 Plate Grip DOL 1,15 Lumber DOL 1.15 Rep Stress Incr NO Code IRC2015fTP12014 CSI. TC 0.26 BC 0,56 WB 0.85 Matrix-MSH LUMBER - TOP CHORD 2x6 DF SS BOT CHORD 2x6 DF SS WEBS 2x4 HF Stud *Except* W1: 2x4 HF No.2 REACTIONS. (Ib/size) 20=329610-5-8 (min.0-1-13), 11=3530/0-5.8 (min. 0-1-15) Max Horz 20=-40(LC 6) Max Uplift 20=-259(LC 6), 11=-274(LC 7) DEFL. in (loc) 1/defl L/d Vert(LL) -0.17 16 >999 360 Vert(CT) -0.27 16 >912 240 Horz(CT) 0.05 11 n/a n/a PLATES GRIP MT20 185/148 Weight: 373 Ib FT = 20% BRACING - TOP CHORD BOT CHORD FORCES. (Ib) - Max. Comp./Max. Ten, - All forces 250 (Ib) or less except when shown. TOP CHORD 1-20=-3168/258, 1-2=-5212/408. 2-21=-9917/755, 3-21=9917/755, 34=12880/978, 4-5=-12880/978, 5-22=-13931/1065, 6-22=13931/1065, 6-7=13931/1065, 7-23=-10317/762,8-23=-10317/782,8.24=5630/435,9-24=5630/435 BOT CHORD 18-19=-425/5212, 17-18--772/9917, 16-17=995/12880, 16-25=1009/13088, 15-25=-1009/13088, 14-15=-1009/13088, 13-14=1009/13088, 12-13=789/10317, 11-12= 438/5630 WEBS 1-19=-452/5852, 2-19=-3007/261, 2-18=-409/5476, 3-18=2784/231, 3-17=-265/3449, 5-17=-1819/163, 5-16-106/1223, 6-16=387/57, 7-16=86/981, 7-13 3225/255. 8-13=-104/1606, 8-12=-5456/409, 9-12=-178/2763, 9-11=6351/484 2-0-0 oc purlins (6-0-0 max.): 1-10, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (12) 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc:. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only Toads noted as (F) or (B), unless otherwise indicated. 3) wind: ASCE 7-10; Vu11=110mph (3-second gust) Vasd=87mph; TCDL=4.8psf; BCDL =4.2psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.: Ct=1.10 5) Unbalanced snow loads have been considered for .his design. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 23..0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 Ib uplift at joint 20 and 274 Ib uplift at joint 11, 10) Graphical purlin representation does not depict the size or the orientation of the puilin along the top and/or bottom chord. Continued on page 2 May 24,2019 ARNMIG - 'Vw85 das74nRx1anterer$ acid 17Fv1Q NQ7ESQN 7H{S AND MICLU©y➢MTT€KREFEftEtSiE PA t9EM1S 747 ek connectors, This design is based only upon parameters shown, and is for an individ,r al building Component, ApplicaMlily of design p0ramenters and proper incorporation of component is responsibility of bolding designer - nal truss designer, is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsi577ly of erector, Additional permanent (racing of the overall structure is the responsibility of the bolding designer. Fd general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DSB-B9 and BC511 Bullding Component Safety Information avalable from Truss Plate Institute, 503 D'Onohio Drive, Madison, WI 53719. Job Truss J1035590 A Truss Co, Sumner, WA Truss Type Roof Special Girder Maryana Biles 112803117 3 Job Reference (optional) - 6.240 s May 13 2019 MiTek Industries, Inc. Thu May 23 1615,04 2019Page 2 ID:chC_DnWeAHH718C68iZ8CnzEGJo-9aUOUA81ZEtinOYsYx4mNt,1?_T3fbeoNyZoZpYczDZTD Qty ]Ply NOTES- (12) 11) Hanger(s) or other connection device(*) shall be provided sufficient to support concentrated load(s) 781 Ib down and 58 Ib up at 4-11-4, 781 Ib down and 58 Ib up at 6-11-4, 781 Ib down and 58 Ib up at 8-11-4, 781 Ib down and 58 Ib up at 12-11-4, and 781 Ib down and 58 Ib up al 14-11-4, and 781 Ib down and 58 lb up at 16-11-4 on top chord, and 783 Ib down and 75 lb up at 10-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others, 12) All dimensions given in feet -inches -sixteenths (FFIISS) format. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-66, 11-20=-14 Concentrated Loads (Ib) Vert: 4=-731 7=-731 21=-731 22=-731 23=-731 24=-731 25=783 WARNING - dersegn parameters and READ NOTES ON MIS AtVP INCLUDED MI7Th REFERENCEPAC6E MB-7473 BEFORE USE Design valid for use only with MiTek connectors, This design is based only upon parameters shown, and is tor an individual building component. Applicabii4v of design paramenlers and proper incorporation of component is responsibility of Striding designer - not truss designer. Bracing shown is Mr lateral support of individual web members only. Additional temporary bracing to Insure slablily during construction is the responsibillity ot the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consiAl ANSIRP11 Quality Oiled% DSB-86 and BCS11 Building Component Safety Infonrrallon available from Truss Plate Institute. D'Onofrio Drive, Madison, UV) 6371g. theTRUSSco INC Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss and fully embed teeth, For 4 x 2 orientation, locate plates 0- 'its" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. 'Plate location details available in MiTek 20/20 software or upon request, PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output Use T, I or Eliminator bracing if indicated, Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur, Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 8 dimensions shown In R.In•tllxteenths (Drawings not to scale) OTTOM CHORD 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS4.ETTERS, PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ER-5243, 9604B, 9730, 95-43, 96-31, 9667A NER-487, NER-561 95110, 84-32, 96-67, ER-3907, 9432A © 2006 MiTek® All Rights Reserved theTRUSSco INC. i General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required, See BCSI1. 2. Truss bracing must be designed by an engineer, For wide truss spacing, individual lateral braces themselves may require bracing, or alternative T, I, or Eliminator bracing should be considered, Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this tmss design to the building designer, erection supervisor, property owner and all other interested parties, 5, Cul members to bear lightly against each other. 6, Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSITTPI 1, 1. Design assumes trusses w11 be suitably protected from Me environment in accord with ANSIITPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a non-structural consideration and is the responsibility of truss fabricator, Genera! practice is to camber for dead load deflection. 11, Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified, 13. Top chords must be sheathed or purlins provided al spacing indicated on design. 14, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ce6ng is installed, unless otherwise noted. 15. Connections riot shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 11. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable onvironmenlal, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use, Reviewing pictures alone is not sufficient 20. Design assumes manufacture in accordance with ANSUTP11 Quality Criteria, tlAci /tZ, 10,/..3 e RECEIVED CITY OF TUKWILA JUN282819 PERMIT CENTER `/-`..�'�!-mil ��G�-� lG G.-��E3 '� `+�' =� t710- , . 0A . (2 725 ,te:?N c-- tN ''L--- SS 1 7J451kr,N& Te3 7 '7"e- e,Jkl_177c7/14.5 ArlieWiewra„) City of Tukwila Department of Community Development July 10, 2019 DON ATWOOD 12009 DES MOINES MEMORIAL DR S SEATTLE, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D19-0068 STOLYARCHUK GARAGE - 15828 51 ST AVE S Dear DON ATWOOD, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • BUILDING (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will he sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Please provide, Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. Truss package missing truss sheets, they only show girder truss. Wall under A03 girder, does not have 8' wall, as noted on truss sheets. Truss layout does not match wall layout. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision. Submittal Sheet' must accompany every resubmittal. 1 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No, D19-0068 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development September 05, 2019 DON ATWOOD 12009 DES MOINES MEMORIAL DR S SEA fl LE, WA 98168 RE: Correction Letter # 1 to Revision #2 DEVELOPMENT Permit Application Number D19-0068 STOLYARCHUK GARAGE - 15828 51 ST AVE S Dear DON ATWOOD, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.). "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. When revisions or changes are made to the plans or documents, please "clearly" cloud, highlight or mark those revisions and if possible, provide or show the previous design before any revision. Refer to italic notes at the bottom of the revision sheet. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. D19-0068 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development April 12, 2019 DON ATWOOD 12909 DES MOINES MEMORIAL DR S SEATTLE, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0068 STOLYARCHUK GARAGE - 15828 51 ST AVE S Dear DON ATWOOD, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11 x 17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall; not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Please provide a Geotechnical soils analysis report of this site by a registered geotechnical engineer. Evaluation shall include load -bearing values. Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. Plan sheet 4 is an accumulation of details that are not consistent with this project. Provide a plan sheet with the specific details in line with this project. Details shall include brace walls and garage portal wall or alternate brace wall designs, whichever is relevant, with the relative specifications for fasteners and hardware clearly noted per code. Specify method of wall fasteners and spacing for each wall. 3. Brace wall lines over 25 `shall have offsets. Design exterior walls in compliance with IRC chapter R602.10 & Table R602.10.1.3. 4. Plans appear to be drawn by a design professional. Plans drawn or provided by a registered architect and engineer shall be stamped and signed on each sheet and front of engineer's calculations. Please clarify and provide as required, see general note above. Engineer's shall include date of signature. 5. Roof pitch elevation view is not consistent on sheet 2 with the plan view. Please clarify. Residential roofs shall have a roofing material that is residential in appearance including, but not limited to, wood shakes or shingles, standing seam metal, asphalt composition shingles or tile, with a minimum "roof pitch of 5:12". Revise all 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Ati necessary details to be consistent and show minimum 5/12 roof pitch for all drawings. (TMC 18.50.050 #6) 6. Provide an engineered truss package with the permit. 7. Some details and notes are difficult to read. Pease provide plans, details, and documentation clear and legible. (IRC R106.1.1) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. Maximum square footage for an accessory garage in the Low Density Residential (LDR) district is 1,500 sf per Tukwila Municipal Code Table 18-6: Land Uses Allowed by District. Proposed garage is 1,648 sf; reduce size below 1,500 sf to conform. Roof pitch for structures in the LDR district must 5:12 or greater, see Building Dept. comments. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Driveway shall be paved minimum 20-ft deep from the property line, so gravel will not be dragged to the public road surface. The remaining portion of the driveway can stay gravel. 2) Show driveway dimensions on plan. Residential driveway shall be min. 10-ft and 20-ft max. wide. 3) Public Works construction permit has a progressive fee based on % of site construction cost (erosion control, driveway, storm drainage). Please enter the cost amount on the I st page of attached PW Bulletin A2. • 1) Driveway shall be paved minimum 20-ft deep from the property line, so gravel will not be dragged to the public road surface. The remaining portion of the driveway can stay gravel. 2) Show driveway dimensions on plan. Residential driveway shall be min. 10-ft and 20-ft max. wide. 3) Public Works construction permit has a progressive fee based on % of site construction cost (erosion control, driveway, storm drainage). Please enter the cost amount on the 1st page of attached PW Bulletin A2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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. 4Sinc rely, 0-6e Kandace Nichols Permit Technician File No. D19-0068 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP 11 PERMIT NUMBER: D19-0068 DATE: 09/16/2019 PROJECT NAME: STOLYARCHUK GARAGE SITE ADDRESS: 15828 51ST AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Building Division Public Works LI Fire Prevention r- Planning Division Structural Permit Coordinator 11 PRELIMINARY REVIEW: DATE: 09/17/19 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: LI APPROVALS OR CORRECTIONS: DUE DATE: 10/15/2019 Approved Corrections Required r Approved with Conditions E Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping F PW E1 Staff Initials: 12/18/2013 PEMiT COORD CO( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19 0068 PROJECT NAME: STOLYARCHUK GARAGE SITE ADDRESS: 15828 51ST AVE S Original Plan Submittal Response to Correction Letter #, DATE: 08/30/19 Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: A-T Co VII q-341 Building Division s OA_ Public Works Fire Prevention Structural t/\ t 0/11- Planning Division • Permit Coordinator a PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 09/03/19 Structural Review Required REVIEWER'S INITIALS: DATE: r APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 10/01/2019 Approved with Conditions ri Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: 12/182013 PLAIT COORD COPP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0068 PROJECT NAME: STOLYARCHUK GARAGE SITE ADDRESS: 15828 51ST AVE S Original Plan Submittal Response to Correction Letter # DATE: 08/19/19 Revision # X Revision # before Permit Issued 1 after Permit Issued DEPARTMENTS: AT Al ciV1 Building Division 1\lci VP Public Works W 14( C\ Fire Prevention Structural M?) 1611 Planning Division Permit Coordinator a PRELIMINARY REVIEW: Not Applicable LJ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/20/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 09/17/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire [] Ping 0 PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0068 DATE: 07/24/19 PROJECT NAME: STOLYARCHUK GARAGE SITE ADDRESS: 15828 51 AVE S Original Plan Submittal Revision # X Response to Correction Letter # 2 before Permit issued Revision # after Permit Issued DEPARTMENTS: LS AiA) C Building Division Public Works Fire Prevention Structural J Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/22/19 Approved Approved with Conditions IXV Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues r Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire E) Ping Ej PW Staff Initials: 12/18/2013 (ANN PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0068 DATE: 06/28/19 PROJECT NAME: STOLYARCHUK GARAGE SITE ADDRESS: 15828 51ST AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # after Permit issued DEPARTMENTS: COW R_ 7 11 Building Division al Awc, "Pdblic Works • Fire Prevention Structural 1111111111111111111111101111111111111111111111111111111111111111111110, PRELIMINARY REVIEW: Not Applicable (no approval/review required) Revision # before Permit Issued hkrAre Planning Division Permit Coordinator • REVIEWER'S INITIALS: DATE: 07/02/19 Structural Review Required DATE: LI APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 07/30/19 'cm Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1-4 Departments issued corrections: Bldg Fire 0 PIngLJ PW Staff Initial : 12/18/2013 PERMIT COORD COPIP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0068 DATE: 2/25/19 PROJECT NAME: STOLYARCHUK GARAGE SITE ADDRESS: 15828 51ST AVE S X Original Plan Submittal Response to Correction Letter #_ Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Planning Division Structural Permit Coordinator• 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 2/26/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation DUE DATE: 3/26/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: `"I Departments issued corrections: Bldg V. Fire D Ping PW Staff initials: 1 2 / 1 8 / 2 0 1 3 La. &G-f- (1.1) 0 PROJECT NAME: 510 PERMIT NO: ' 19 - 0067 SITE ADDRESS: ts-e- A-ut 5 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i?)'-• /6/--- Summary of Revision: n4 - , ; , ! . Received by: , ,_. REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS g', - /4 AlletiirlJL Summary of Revision: ge-t,),'s..e_ ci.4vr toGek44y.A.ei 3 1. ( Received by: please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: (please nrint) ve S RECEIVED CITY OF TUKWILA SEP 1 6 2019 PERMIT CENTER Phone Number: 20001-6 Date: 0 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: LI Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 2 after Permit is Issued D19-0068 111 Revision requested by a City Building Inspector or Plans Examiner Ej Deferred Submittal # Project Name: Stolyarchuk Garage Project Address: 15828 5 1 Contact Person: Summary of Revision: Lc - Sheet Number(s): "Cloud" or highlight all areas of revision including dat ofrevision Received at the City of Tukwila Permit Center by. Entered in TRAKiT on (3- Co-( q C:\Users\biIl-r\Desktop\Revison Submittal Form.doc 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D19-0068 El Response to Incomplete Letter # [ZI Response to Correction Letter # IS Revision # I after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Stolyarchuk Garage Project Address: 15828 51 Ave S Contact Person: Summary of Revision: -rci RECEIVED CITY OF TUKWILA AUG 3 0 2019 PERMIT CENTER Phone Number: /2.01e2 q OFTT Sheet Number(s): "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center b Entered in TRAKiT on CAUsers\bill-i1DesktopkRgvision Submittal FortAdoc Revised: August 2015 Date: ale° 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 submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 17/1 T Plan Check/Permit Number: D19-0068 El Response to Incomplete Letter # n Response to Correction Letter # '21 Revision # I after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner n Deferred Submittal # Project Name: Stolyarchuk Garage Project Address: 15828 51 Ave S Contact Person: L-214 Summary of Revision: "ag 2szt;7 RECEIVED CITY OF TUKWILA AUG 1 9 2019 PERMIT CENTER Phone Number: Q-Otep 5 5- 27i 2.- F Sheet Number(s): "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center b Entered in TRAKiT on -PI -/q CAUsers bill-r1Deskimp\Revision Submittal Form.dac Revised: August 2015 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 7/17A T Plan Check/Permit Number: D19-0068 II] Response to Incomplete Letter # El Response to Correction Letter # 2 11 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner El Deferred Submittal # Project Name: Stolyarchuk Garage Project Address: 15828 51 Ave S Contact Person: Phone Number: 2olo q55-2712., Summary of Revision: TI;ac)5 4 FAArnvi RECFJVFD CITY OF TUKWILA RI 2 4 2019 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date ofrevispn Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 7`)-14-4 CAUsers\bill-r\DesktoMRevision Submittal Form.doc Rowieorl• Ammet "Mc e 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. D1c1 - 0069Z Date: 40//7/147 Plan Check/Permit Number: 4144140068 El] Response to Incomplete Letter # Eg Response to Correction Letter # 1 RECEIVED LI Revision # after Permit is Issued CITY OF TUKWILA LI Revision requested by a City Building Inspector or Plans Examiner JUN 2 8 2019 0 Deferred Submittal # Project Name: STOLYARCHUK GARAGE Project Address: 15828 51ST AVE S, Contact Person: cEs/3 Summary of Revision: ZIE '04(f:401> - PERMIT CENTER Phone Number: q::* Sheet Sheet Number(s): "Cloud" or highlight all areas ofrevision including date o Received at the City of Tukwila Permit Center Entered in TRAKiT on is - 7?-1 cl evision W:\Permit Center (Rachelle)WermsTermit Center Documents (Wor0Revision Submittal Form.doc CITY OF TUICWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRAC1OR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING (V t4-1.9 I'll ([p ss. 00M,RCWa ease print name] , states as follows: PERMIT NO: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW18.27.o90 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number / and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work Owner/Own s Agent* Signed and sworn o before me this 3( i day of , 20 V. 41 rt Ce S ARY PUBLIC in and for the State of Washington tA19„,,ri, LOA 93) / Residing at a313 5 -;315t , County Name as commissioned: /4/6-hd /5 My commission expires: 18.27.ogo Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for Less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; V13. n owner* who performs maintenance, repair, and eration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified _ journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. 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