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HomeMy WebLinkAboutPermit D18-0040 - SHARIFFA RESIDENCE - FIRE DAMAGE REPAIRSHARIFFA RESIDENCE 16221 45 AVE S D18-0040 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 9314900120 Permit Number: D18-0040 16221 45TH AVE S Project Name: CALDWELL RESIDENCE Issue Date: 8/1/2018 Permit Expires On: 2/6/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABRIE SHARIFFA 16221 45TH AV S , TUKWILA, WA, 98188 FRANK CALDWELL Phone: (575) 770-9261 2505 13TH AVE W , SEATTLE, WA, 98119 RTG CONSTRUCTION LLC Phone: (206) 380-9380 8552 ASHWORTH AVE N , SEATTLE, WA, 98103 RTGCOCL820C3 Expiration Date: FRANK CALDWELL 2505 13 WEST, SEATTLE, WA, 98119 DESCRIPTION OF WORK: FIRE RESTORATION, RESTORING BASEMENT/FIRST FLOOR TO PRE -LOSS CONDITION Project Valuation: $100,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,248.15 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: J Date: c3--1 - I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: ✓t)'//A" �0' Print Name: S p i4v YA1 Date: r -2_1-201s, This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 0401 ROOF SHEATHING 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0603 ROOF/CEILING INSUL 0601 WALL INSULATION Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov 9314900120 16221 45TH AVE S CALDWELL RESIDENCE DEVELOPMENT PERMIT Permit Number: D18-0040 Issue Date: 8/1/2018 Permit Expires On: 1/28/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SABRIE SHARIFFA 16221 45TH AV S, TUKWILA, WA, 98188 FRANK CALDWELL Phone: (575) 770-9261 2505 13TH AVE W , SEATTLE, WA, 98119 RTG CONSTRUCTION LLC Phone: (206) 380-9380 8552 ASHWORTH AVE N , SEATTLE, WA, 98103 RTGCOCL820C3 Expiration Date: FRANK CALDWELL 2505 13 WEST, SEATTLE, WA, 98119 DESCRIPTION OF WORK: FIRE RESTORATION, RESTORING BASEMENT/FIRST FLOOR TO PRE -LOSS CONDITION Project Valuation: $100,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,707.16 Occupancy per IBC: R-3 Water District: HIGHLINE Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: N V/41,111i Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: SQ9— Print Name: SI -IA Li A- (S/► ilk 4:7— Date: 8. (1 / i This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 0 0 9: 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. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 0606 GLAZING 0601 WALL INSULATION CITY OF TUICK A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: V! ( g Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION /6' 2 / f��-- /1 it/LE _ C Tc"/< 1,v/44. Cj Q yg Site Address: Tenant Name: /110445 PROPERTY OWNER Name: `PI . M< L A -4V WL''41- Address: 2 €5-05— / 3 . 14.,;;;-.7.5.r Name: /.:A ,4_7,1)/c, i - j4.z 4,40//...F z../...,........ .......4._ Address: 3 6-03— ,_ / 3 - i4//5-5— City: 5e-� n/ State: 4_ Zip: 7 may// CONTACT PERSON — person receiving all project communication Name: `PI . M< L A -4V WL''41- Address: 2 €5-05— / 3 . 14.,;;;-.7.5.r City:54-fr iTz State: i.4/4. Zip: 715.1/7 Phone, , 770,_ y / Email: // /VA i .%1"170 id ?R'/O W. f�? /i -/L, co GENERAL CONTRACTOR INFORMATION Company Name: /1.//4_ Company Name: VA i j4_ /' _ __ Address: Engineer Name: Address: City: State: City: Zip: Phone: Fax: Fax: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\ApplicationsWorms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh King Co Assessor's Tax No.: 7 3 / 5'061 / ,i 0 Suite Number: — Floor: 2 New Tenant: ❑ Yes El.. No ARCHITECT OF RECORD Name: /-/A /%..7,..1/C Company Name: VA i j4_ /' _ __ Architect Name: Engineer Name: Address: Address: City: State: Zip: Phone: Fax: Fax: Email: Email: ENGINEER OF RECORD Name: /-/A /%..7,..1/C G4_2 ® 14,4- ? Company Name: /V /4 _ __ _ Engineer Name: Address: "City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) /(%d/i ' Name: /-/A /%..7,..1/C G4_2 ® 14,4- ? Address•s,o,c _ 6, _ __ City:ci40/>i-/✓;i .t State: 44 Zip: 9Qgi Page 1 of 4 Iii, BUILDING PERMIT INFORMATIO'206-431-3670Lovi Valuation of Project (contractor's bid price): $ ll/q CiOt% Existing Building Valuation: $ Describe the scope of work (please provide detailed information): A-7/Ai. iv 414-77041 5/v/A /QG 64-5z, m� ' /�. oar4 rc7 P' �; ' DS5 c pit,D/ i ' Will there be new rack storage? ❑ ....Yes [�N'o If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): /0/ to 92 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers OVAutomatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Safe[, Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC IS` Floor r / Y. 2nd Floor / 3 5-6 3rd Floor Floors thru Basement /, Accessory Structure* Attached Garage 2-16.,3 S j' Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 3 co,gr- PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): /0/ to 92 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers OVAutomatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Materia! Safe[, Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. yyatgr ritTukwila ❑ ...Water District #125 ❑... Highline ❑ .. Water Availability Provided Sew r District W. Tukwila ❑...Valley View ❑...Renton ❑ .. Sewer Use Certificate 0 ...Sewer Availability Provided ❑... Renton 0... Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report ❑ .. Bond 0...Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone 0... Storm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic Tank ❑... Grease Interceptor ❑ .. Cap or Remove Utilities ❑...Curb Cut ❑... Channelization ❑ .. Frontage Improvements 0...Pavement Cut 0...Trench Excavation ❑ .. Traffic Control 0...Looped Fire Line 0...Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection " Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size If WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private 0 ❑ .. Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water 0 .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES —_`-' Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH !t' ZED Signature: Print Name: f Ani /< C-4-46 Date: Z - /6- i g Day Telephone: 57 770 " 9.2 6/ Mailing Address: 2,5-0,5— , j 0, j / 3 IA/ 5/'/L- /74 rti✓/i ��f % City State / Zipi H:Wpplications\Forms-Applications On Line\2012 ApplicationsTermit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID 67.83 $67.83 $67.83 $67.83 $67.83 PermitTRAK D18-0040 Address: 16221 45TH AVE S Apn: 9314900120 DEVELOPMENT ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R15579 R000.345.830.00.00 1.00 Date Paid: Wednesday, October 10, 2018 Paid By: SHARIFFA SABRIE Pay Method: CHECK 1369 Printed: Wednesday, October 10, 2018 11:45 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila gS Receipt Number R15206 PermitTRAK DESCRIPTIONS ACCOUNT 1 QUANTITY j:"; PAID D18-0040 Address: 16221 45TH AVE 5 Apn: 9314900120 DEVELOPMENT $540.99 PERMIT FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15206 R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 $327.87 $213.12 $540.99 Date Paid: Tuesday, August 21, 2018 Paid By: RTG CONSTRUCTION LLC Pay Method: CHECK 1601 Printed: Tuesday, August 21, 2018 11:23 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,673.84 D18-0040 Address: 16221 45TH AVE S Apn: 9314900120 $1,673.84 Credit Card Fee $48.75 Credit Card Fee R000.369.908.00.00 0.00 $48.75 DEVELOPMENT $1,547.92 PERMIT FEE R000.322.100.00.00 0.00 $1,543.42 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $77.17 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15060 R000.322.900.04.00 0.00 $77.17 $1,673.84 Date Paid: Wednesday, August 01, 2018 Paid By: DON ATWOOD Pay Method: CREDIT CARD 03235D Printed: Wednesday, August 01, 2018 8:39 AM 1 of 1 CdrilliWYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 08/01/2018 08:38:36 AM CREDIT CARD SALE VISA CARD NUMBER: **********6957 K TRAN AMOUNT: $1,673.84 APPROVAL CD: 03235D RECORD #: 000 CLERK ID: Rachelle {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 Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTran... 8/1 /2018 If -\\ CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date 08/01/2018 08:38:36 AM CREDIT CARD SALE VISA CARD NOML1R: **********6957 K TRAN AMOUNT: $1,673.84 APPROVAL CD: 03235D RECORD # 000 CLERK ID Rachelle Thank you! 0 Page 2cf2 Customer Copy si U https://clas .c.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTran... 8/1/2 18 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK ,033.32 D18-0040 ! Address: 16221 45TH AVE n: 9314900120 33• Credit Card Fee $30.10 Credit Card Fee R000.369.908.00.00 0.00 $30.10 DEVELOPMENT $1,003.22 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13814 R000.345.830.00.00 0.00 $1,003.22 $1,033.32 Date Paid: Friday, February 16, 2018 Paid By: HENRY CALDWELL Pay Method: CREDIT CARD 11318P Printed: Friday, February 16, 2018 8:59 AM 1 of 1 CRWSYSTEMS 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 A18 -ooY,D Project: Sh one- v rF& T of Inspection: L' Y eo `C � Y " Address: S4kr_ Date Called: Special Instructions: Date Wanted: 3- /g- 20/1 p.m. Requester: Yita Phone No: 200-380-9380 MENTS: applicable codes. El Corrections required prior to approval. 6,,,;/c icw,92- Aff Date:3_ /. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 big -00' v Project: j -ShAr °FFA %�°i..'I C[ef k t T e of Insp ction: I,,.; I C F; Ci, 4-4 ►1 LS 1/icdmayotidsc, Address: 7// Date Called: Special Instructions: Date Wanted: a.m. S- IS _ 2>Cs t, p.m. Requester' Phone 6,No„ ,� _ 5?Z Zf%r!o—�+ x (... EiApproved per applicable codes. jJ Corrections required p ' a proval. COMMENTS: is • l ci 1 4;4_/....., 66 ../ ___, Ci, 4-4 ►1 LS 1/icdmayotidsc, et^ei t& iJra L alb { ANJJ, r ) ie'/y s 01 -.cm -vie f ouv, t a 3 r JSIJs p vi!cam/L( Agto- ce c, i' C... cA Af - 5 i r ct,1 t_X:leviot, clime Ili FI. LC_ I` & - S 0.u,4- ro x (... REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: igibt A Type of Inspection: 11. kr.)(( $,NJ1.4-c— Address:4 It MAiteAS AIr S `A A ihS C' 'drt ,`I Date Called: r(�j�l (yam, 31-1--- ,345` ` o Stir esf Special Instructions: c l3• ?4- e ✓h . Date Wanted: 3-- _C.' t9 Ca`.p1. p.m. Requester: Sens -F14-,J ece2e,Tnr Phone No: 2� ,C, cF00 (b ❑ Approved per applicable codes. In Corrections required ' royal. COMMENTS: AA ',Jy 1-)4,k, —@r-e%. It MAiteAS AIr S `A A ihS C' 'drt ,`I _S- 2 �' t l kc.,41, JL (e)c �°-/ Ko y cit/ ni i S T 6 ,% r(�j�l (yam, 31-1--- ,345` ` o Stir esf l'in5i - ed--- c l3• ?4- e ✓h . -r R&v1e_ itx.vr, YTp N47�411 9��$JY t ece2e,Tnr ((e IC y0>4 C-'� pe.wto n) letilk (pc-- it*Lfi -4°-ycA-34er L� ) r J 7 1 t.FF--fir Loz .vNA ed- Fu -c -c bA-wrs' � w )r 12e- wor c _S j_ku„jp,4 L 10t, S le) (61-4,00-1.1 to ( u9 ii 44-r'l1n A-- tc._ L Inspector -3.012 ' Date:3 �S ao� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECYt'ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: iri ►42IRA )-. Type of Inspection: n4 Address: ( 45c Date Called: Special• Instructions: l'0` titi 41-4 �rZ,�/ "f 1 Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. ire • or to approval. COMMENTS:/9 .10v(i cryOf Inspector jW )%j Date 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Bo Project: _ ✓1' i t As ectios Type of I i 44 /"/.1�% Address:`�/ A- _J 7S1^ 6. Date Called:/62171/6/62171t Special Instructions: Date Wanted Zi/'/0 a.m. n. Requester: Phone No: yiApproved per applicable codes. El Corrections required prior to approval. ' COMMENTS: P27140tciit /Ad1.47-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D/$- po40 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: sya2ir-tee+ s Type of Inspection: w /7%QJ Address: 771/ /47-2,I 1/S-- A,/, S. Date Called: Special Instructions: P/y% • Date Wanted: i/ fi f die a.m. p.m w Requester: Phone No: LIApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: �t/'S✓Lf�-Tcy✓ s (J a+LS REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /1I gjt-1 P5iab✓u5- Type of Inspection: li>4411704 Address:,Date l b �/ gS-7 ,4 s. Called: Special Instructions: Date Wanted: /k i /'ZOit.5 Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 404.)-4-raD 1: i S tx 4/ack i� le•�, 'i/ , 1�fe,0Lc , )(- thSa cavil° Inspector: r - Date zoiy7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. d INSPECTION RECORD Retain a copy with permit INSPE ON 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 DSS -DOD Proj ct: tAil Type of Inspection: Address: - /6,221 « A A. s, Date Called: A)T i'l cd -B v - Special1Instructions: * 'rt.Y<. ' Date Wanted: /1-13'.20/? a.m. p.m. � Lv 0in Sr-"perLe (_ clt4L- . 6 Requeste r e. A /� ( PhoneJ _ 38a ' 13r Jpproved per applicable codes. �+ �4 Corrections required prior to approval. COMMENTS: F/244114(Veyner,011 A)T i'l cd -B v - r H'uwr F aL .S , 3 pesyyie..-; A c .ly g_47,1--, C� ��� doP-K � " r Ca +�j - 5 J, raft% Yry r vir- �� r 6J54mi ilM c r Y r e. A /� ( - :-. KC -vv 54 -Ar- T1d 6 en 1,cf A4b MI I lel K cl_boY DCfr 1�l`�-1-u r- /- L. Ing71ew0 �G, lam97/44/ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paidat 6300 Southcente . Blvd. Suite 100. Call to sch dule reinspection. t�l I (SS t f(bel c� vi p c i� C-1-7.1,_un Rkoic t) 'WI, P144 a*3'1 014/V0 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 Disc ©044 Project: -Sti/IR o FFA kff S, Type of Inspection: RooF s ,&A(6 Address: /622/ *55/ Ahr. 0, Date Called: Special Instructions: Date Wanted: /a4z48 a.m. p.m. Requester: ,.2$' -Sir-/RhiiiAl MS Phone No: AO 42 -3M-c 380 Approved per applicable codes. Corrections required prior to approval. COMMENTS: febio7 PbR c44 P.bc>F Inspector: Date: /01.2- REINSPECTION D/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPEC ON NO. INSPECTION RECORD Retain a copy with permit lel-c'1D 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:, Shale, f } .1d -sic of Inspection: /)-. shy .f)1 Address: 1(,?-)-► 'rtS . c S Date Calved: �'�3'��i Special Instructions: Date Wanted: a.m. p.m. Requester: c el'1"-€.4.pti.ot Phone No: 2-0(p-3 00-950 Approved per applicable codes. Corrections required prior to approval. COMMENTS: o t& gbb( ,57401-7175e 41499 6 R ) G/lifrt-_- TPRI At 7- eylIL-1I (mss 7" nec.UO,g) Cb✓riQ)CO/FRA Vet 1117DI 7 W) (i&tf•Z T> itt)mT rieZot51 ) Inspector: Date: ?—`,7 `15 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 bla-co go Project: -149/e - Type of Inspection: C/A/1LEi-e- goo Addrresss:: /G_A .1 / v`5m' A 4. 9 Date Called: Special Instructions: j.,4Z' V a- (r6Rlr5s) Rcf S74E477f/4,6_ Date Wanted: 45-22'45 a.m: parr. Requester: Phone No: 4074 . /qk 1/ 774!o€ Approved per applicable codes. Corrections required prior to approval. COMMENTS: fiR&tl/S' Jl- C) /44 D im 1/6/"cA $ A414/ ,,,A/44/7-'. bi '- 0/57 A/. ,D e' RA'✓`yr .b MAO j/bv4D tQb0G-14 P Ri/ir ' P/ Y5 .6., A4 4074 . /qk 1/ 774!o€ • Inspector: Date: '22-/-8 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di -oaf Project: eni-.UiW(LL )2 trg !ROWE Type of Insp ction:"2xi14:.s%f21/7l)%r R% iJ4&- /i L!moll) Address:_ 6221 5/-577,/ Ave, 5, Date Called: Special Instructions: Date Wanted: a -.j a-18 a.m. p.m. Requester: Phone No: EDApproved per applicable codes. Corrections required prior to approval. COMMENTS: /1/OT- Rad/ Inspector: Date��D /V REINSPECTION FEE REQUIRED. Prior to next inspection, fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. iV 0 M Deck Walk House 16221 45th P1 S. 60' Walk CC J W .� ao f— W� W ›.0., W~ , cc cc LU --C*2 7 W ,6Z 45th Place South -t 0 i 'G westridge add plat lot:12 m p1 931490-0120 c n f\ MiTek' FILE Re: 18-074320T SDA SEATTLE# l 8-074320T 24X57 DC MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC West -Everett, WA. Pages or sheets covered by this seal: R54764950 thru R54764952 My license renewal date for the state of Washington is June 10, 2019. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2018 City of Tukwila BUILDING DIVISION July 12,2018 Komnick, Chad IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. RECEIVED CITY OF TUKWILA AUG 0 2 2018 PERMIT CENTER REVISION NO,1_ DI6'O1O Job Truss Truss Type Qty Ply SDA SEATTLE#18-074320T 24X57 DC R54764950 18-074320T Al GABLE 1 1 Job Reference (optional) cv cr�c, , rrrraocoo- -2-0.0 2-0-0 8 010 s Aug 11 2017 MiTek Industries, Inc. Thu Jul 1213:34:11 2018 Page 1 10:16nhCZAU2sciFrTkiNGDP_Iyyoez-BbtOYc6ejB4DJZokcCwVpmbB2dSpohlKol fjVmyyoBQ 12-0-0 I 24-0-0 26-0-0 12-0-0 12-0-0 2-0-0 9 3x4 = 10 11 PER ICC CODES (IRCABC), TPI 1 AND REFERENCED BCSI, FLAT BOTTOM CHORD GABLE TRUSSES ARE NOT TO BE INSTALLED ADJACENT TO SCISSOR TRUSSES. Scale = 1:44.9 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4 = 24-0-0 21 20 24-0-0 Plate Offsets (X,Y) - (10:0-2-0,Edoe) LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.46 BC 0.27 WB 0.05 Matrix -R DEFL. in (loc) 1/deft Lid Vert(LL) 0.02 19 nlr 180 Vert(CT) 0.01 19 n/r 180 Horz(CT) 0.00 18 n/a n/a PLATES GRIP MT20 1851148 Weight: 110 Ib FT = 10% 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 purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 24-0-0. (Ib) - Max Horz 2=-70(LC 15) Max Uplift All uplift 100 Ib or less at joint(s) 2, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 18 Max Gray All reactions 250 Ib or less at joint(s) 10, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20 except 2=367(LC 20), 18=367(LC 20) FORCES. (Ib) - Max. Comp./Max. Ten. - All fomes 250 (Ib) or less except when shown. NOTES - 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) automatic zone and C -C Comer(3) -2-0-0 to 1-0-0, Exterior(2) 1-0-0 to 12-0-0, Comer(3) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live Toads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable requires continuous bottom chord bearing. 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) " This truss has been designed for a live load of 20.0psf 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. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 28, 29, 30, 31, 32, 33, 34, 26, 25, 24, 23, 22, 21, 20, 18. July 12,2018 © WARNING - Verity design parameters and READ NOTES ON 71115 AND INCLUDED MITEK REFERENCE PAGE M8.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bolding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for slabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/T911 Quality Criteria, DSR -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Mr MiTek' 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply SDA SEATTLE#18-074320T 24X57 DC R54764951 18-074320T A2 Scissor 28 1 Job Reference (optional) BMC, EVERETT. WA 98205-3212 -2-0-0 2-0-0 6-4-8 6-4-8 8 010 s Aug 11 2017 MiTek Industries, Inc. Thu Jul 12 13:34:13 2018 Page 1 10:16nhCZAU2sgFrTkiNGDP_lyyoez-4?8zH7uFpKxYsy7kdyzvBhWjR2JGTKdTL8gafyyoBO 12-0-0 I 17-7-8 I 24-0-0 I 26-0-0 5-7-8 5-7-8 6-4-8 2-0-0 5.00 12 13 3x4 12 Scale = 1:45.6 4x5 = 4 1.58 12 6-4-8 12-0.0 17-7-8 24-0-0 6-4-8 5-7-8 5-7-8 6-4-8 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 7.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IRC2015/TP12014 CSI. TC 0.57 BC 0.65 WB 0.56 Matrix -R DEFL. in (loc) 1/deft Lid Vert(LL) -0.21 9-10 >999 240 Vert(CT) -0.36 9-10 >782 180 Horz(CT) 0.19 6 n/a n/a PLATES GRIP MT20 185/148 Weight: 84 Ib FT = 10% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (Ib/size) 2=1131/0-5-8, 6=1131/0-5-8 Max Horz 2=70(LC 15) Max Uplift 2=-79(LC 14), 6=79(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2661/92, 3-4=-1885/67, 4-5=-1885/59, 5-6=2661/62 BOT CHORD 2-10=-94/2389, 9-10=-94/2389, 8-9=-4/2389, 6-8=4/2389 WEBS 4-9=0/1030, 5-9=-815/121, 3-9=815/118 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=l lomph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.0psf 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. 8) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6. July 12,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTekfel connectors. This design is based only upon parameters shown, and is for en individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buiding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabilty and to prevent miapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIITPII Quality Criteria, 058-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. mil MiTek' 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Job 18-074320T Truss A3 Truss Type GABLE Qty 1 Ply 1 SDA SEATTLE#18-074320T 24X57 DC R54764952 Job Reference (optional) r=v cr��i r, - 6-4-8 2-0-0 6-4-8 8.010 s Aug 11 2017 MiTek Industries, Inc. Thu Jul 12 13:34:16 2018 Page 1 ID:16nhCZAU2sciFrTkiNGDP_lyyoez-VZhHbJAnXkiWPKhhPIVhWpl1 ze3XTgh39JMUBzyyoBL 12-0-0I 17-7-8 I 24-0-0 I 26-0-0 I 5-7-8 5-7-8 6-4-8 2-0-0 4x8 = Scale = 1:45.6 1.58 12 6-4-8 12.0-0 17-7-8 24-0-0 Plate Offsets (X,Y)— 6-4-8 5-7-8 5-7-8 6-4-8 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 7.0 BCLL 0.0 BCDL 10.0 f3:0-2-8 Edge1.[7:0-2-8,Edcie1.117:0-1-9,0-1-01,[31:0-1-9,0.1-0] SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.57 BC 0.68 WB 0.52 Matrix -R DEFL. in (loc) I/defl L/d Vert(LL) -0.1910-11 >999 240 Vert(CT) -0.33 10-11 >844 180 Horz(CT) 0.18 8 n/a n/a PLATES GRIP MT20 185/148 Weight: 1191b FT = 10% LUMBER - TOP CHORD 2x4 HF No.2*Except* 3-5,5-7: 2x6 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud `Except* 4-12,6-10: 2x4 DF 1800F 1.6E or 2x4 DF No.1 &Btr OTHERS 2x4 HF Stud REACTIONS. (lb/size) 2=1131/0-5-8, 8=1131/0-5-8 Max Horz 2=-69(LC 19) Max Uplift 2=-80(LC 14), 8=-80(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=2599/90, 4-5=-1944/67, 5-6=-1944/60, 6-8=2599/61 BOT CHORD 2-12=91/2344, 11-12=104/2414, 10-11=-9/2414, 8-10=3/2344 WEBS 5-11=0/969, 11-20=-764/125, 11-32=-764/131 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-1-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. 11; Exp 8; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) -2-0-0 to 1-0-0. Interior(1) 1-0-010 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind Toads 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=1.1 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 2.00 times flat roof Toad of 25.0 psf on overhangs non -concurrent with other live toads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsib/ity of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.Opsf 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) 2, 8. July 12,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vet* the applicability of design parameters and propedy incorporate this design Into the overall buiding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Wit Quality Criteria, DSB-89 and BC61 Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. r MiTek' 7777 Greenback Lane Suite 109 Citrus Heiohts. CA 95610 Symbols PLATE LOCATION AND ORIENTATION 3 " Centerplate onjoint unless x, /4 y offsets are indicated. Numbering 6-4-8 System dimensions shown in ft -in -sixteenths A General Safety Notes Failure to Follow Could Cause Property P Y Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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 tightly 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably y protected from the environment in accord with ANSI/TPI 1. 6. 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. 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 chords require lateral bracing at 10 ft. spacing, or less, if 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 ANsI/TPl t Quality Criteria. 1 TOP CHORDS (Drawings not to scale) 2 3 r�iiii� hi Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. ,� 0'116 TOP CHORD A 4 plY � = U a _ Alli 1.11111Aor For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the c7 -e 06-7H p BOTTOM CHORDS 8 7 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 NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Trusses are designed for wind Toads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved required direction of slots in * Plate software PLATE 4 LATERAL BEARING t location x "--1. I M connector plates. details available in MiTek 20/20 or upon request. SIZE The first dimension is the plate 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or 1 bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint MiTek Engineering Reference • " Sheet: IIIIII 4 e.. .. . . . . MII-7473 rev. 10/03/2015 number where bearings occur. Min size shown is for crushing only. r=te ANSI/TPI1: National Design Specification for Metal Industry Standards:1111 Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information,.. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 , o m c z En 0 m -1 z m o n12 m i•. 1 8-09-00 24-00-00 Al • , • L. rn 5-10-00 5-10-00 5-10-00 1 _i r-------11 1 1 1 i 1 \ \ \ i A \ \ 1 I, \-------) 1 1 / 1 1 I/ 1 L_.-- i 1 I 1 i i 1 C.TI ....... 1 1 1 1 1 -------\ , '1 1 \ 1 i \ 1 \ 1 1 1 / ! / 11 / 7A I 11 Vk1 /1 Ii I 1 1 1 i 1 1 1 .--' I - --.- 5-04-01 5-04-01 6-04 > l'1%) 5-04-01 ,..1 11 411J . I 06-04 i ' 1 > A \ \\ tn 1 ,...,-. I 1 • , A \ ,l.— ,Oo I •• .• .•. • ni 11 I 1 ' \ 10-00 12-00-00 \ 0 ===1k N \ '-----z.--. -....- • ,.. ,--- 1 •-•...,"›..,,,.: 1 5I 2-00-00 i . I .• .•• .• .• 11 //, =4 7 / 8 ? -8 LO i A x 'gr'' DO./e:Y.+YALA-ooLoLl .OLELIT.LL ':13iNC E A.A. Aso, A... NE : D,,LLYY‘','',,,,... Bili7C wider SOA SEATTLE lob Number 1S -074320T St Title it tiOme/MoOel 24%57 onigoo/ DALE C. TRUSS LAYOUT Address: 162214Th AVE S. ofAiAL AVV.,41.4ZOA Date //12/2018 MiTek' Re: 18-074320T SDA SEATTLE# 18-074320T 24X57 DC MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC West -Everett, WA. Pages or sheets covered by this seal: R54786638 thru R54786641 My license renewal date for the state of Washington is June 10, 2019. July 16,2018 Komnick, Chad IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply SDA SEATTLE#18-074320T 24X57 DC R54786638 18-074320T 81 GABLE 1 1 Job Reference (optional) BMC, EVERETT, WA 98205-3212 1 -2-0-0 2-0-0 5-0-0 5-0-0 1 4x6 11 8.010 s Aug 11 2017 MiTek Industries, Inc. Sat Jul 14 10:5221 2018 Page 1 ID:16nhCZAU2sgFrTkiNGDP_lyyoez-pYf4rd9bpX0LuZg6Tt50Gfl5uCrT3A31VdEkhgyyAN8 10-0-0 I 12-0-0 5-0-0 2-0-0 5-0-0 5-0-0 10-0-0 5-0-0 Scale =1:25.5 I$ Plate Offsets (X,Y)- 13:0-2-8,Edgel, 15:0-2-8,Edgej LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.53 BC 0.25 WB 0.07 Matrix -R DEFL. in (loc) I/deft Vert(LL) 0.02 6-8 >999 Vert(CT) -0.03 2-8 >999 Horz(CT) 0.01 6 n/a Lid 240 180 n/a PLATES GRIP MT20 185/148 Weight: 40 Ib FT = 10% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS 2x4 HF No.2 *Except` 3-4,45: 2x6 HF No.2 2x4 HF No.2 2x4 HF Stud 2x4 HF Stud REACTIONS. (Ib/size) 2=545/0-3-8, 6=545/0-3-8 Max Horz 2=34(LC 14) Max Uplift 2=-54(LC 14), 6=-54(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or Tess except when shown. TOP CHORD 2-4=574/30, 4-6=-574/30 BOT CHORD 2-8=0/467, 6-8=0/467 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind Toads 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) TOLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B; Partially Exp.; Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 9) ' This truss has been designed for a live load of 20.Opsf 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 Ib uplift at joint 2 and 54 Ib uplift at joint 6. July 16,2018 A WARNING - Verify design parameters and READ NOTES ON 77115 AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buidi g design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabiity and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. �a MiTek' 7777 Greenback Lane Suite 109 Citrus Heights, CA 95510 Job Truss Truss Type Qty Ply SDA SEATTLE#18-074320T 24X57 DC R54786639 18-074320T B2 Common 4 1 Job Reference (optional) BMC, EVERETT, WA 98205-3212 -2-0-0 2-0-0 5-0-0 5-0-0 8.010 s Aug 11 2017 MiTek Industries, Inc. Sat Jul 14 10:52:22 2018 Page 1 ID:16nhCZAU2sgFrTkiNGDP_Iyyoez-HkDS2zADag8CWjPl1 bcdosgGecAOodFukH_HDGyyAN7 10-0-0 12-0-0 5-0-0 2-0-0 5-0-0 10-0-0 5-0-0 5-0-0 Scale = 1:25.5 I$ LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 7.0 BCLL 0.0 " BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TPI2014 CSI. TC 0.53 BC 0.27 WB 0.07 Matrix -R DEFL. in (loc) 1/deft Lid Vert(LL) 0.03 4-6 >999 240 Vert(CT) -0.03 4-6 >999 180 Horz(CT) 0.01 4 n/a rite PLATES GRIP MT20 185/148 Weight: 32 Ib FT = 10% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. Ob/size) 2=545/0-3-8, 4=545/0-3-8 Max Horz 2=-35(LC 15) Max Uplift 2=-54(LC 14), 4=-54(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-575/34, 3-4=-575/34 BOT CHORD 2-6=0/471, 4-6=0/471 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category If; Exp B; Partially Exp.; Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live Toads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. 11 is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 Ib uplift at joint 2 and 54 Ib uplift at joint 4. July 16,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 rev. 10/03/2015 BEFORE USE Design valid for use only whh MiTek® connectors. TNs design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buiding design. Bracing indicated is to prevent budding of individual gess web and/or chord members only. Additional temporary end permanent bracing is always required for stabiity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/17111 Quality Criteria, OSB -89 and BCSI Building Component Safely Information avalable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ma WMk 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply SDA SEATTLE#18-074320T 24X57 DC R54786640 18.074320T C1 GABLE 1 1 Job Reference (optional) BMC, EVERETT, WA 98205-3212 -2-0-0 2-0-0 1 6-0-0 6-0-0 4x6 11 4 8.010 s Aug 11 2017 MiTek Industries, Inc. Sat Jul 14 10:52:23 2018 Page 1 ID:16nhCZAU2sgFrTkiNGDP_lyyoez-IwngGJAsL8G38t Va17sL4NRO?WLX4J2yxjgliyyAN6 12-0-0 1 14-0-0 6-0-0 2-0-0 Scale = 1:25.7 6-0-0 12-0-0 6-0-0 6-0-0 Plate Offsets IX,Y) - 13:0-2-8, Edgel. 15:0-2-8, Edgel LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC20151TPI2014 CSI. TC 0.53 BC 0.29 WB 0.09 Matrix -R DEFL. in (loc) I/deft Vert(LL) 0.03 2-8 >999 Vert(CT) -0.05 6-8 >999 Horz(CT) 0.01 6 n/a Lid 240 180 n/a PLATES GRIP MT20 185/148 Weight: 50 Ib FT = 10% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS 2x4 HF No.2 `Except` 3-4,4-5: 2x6 HF No.2 2x4 HF No.2 2x4 HF Stud 2x4 HF Stud REACTIONS. (Ib/size) 2=629/0-3-8, 6=629/0-3-8 Max Horz 2=-39(LC 15) Max Uplift 2=-57(LC 14), 6=-57(LC 15) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-4=742/38, 4-6=742/38 BOT CHORD 2-8=0/615, 6-8=0/615 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp 8; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 7) All plates are 2x4 MT20 unless otherwise indicated. 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 20.0psf 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 57 Ib uplift at joint 2 and 57 Ib uplift at joint 6. July 16,2018 A WARNING -Verily design parameters and READ NOTES ON 71115 AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buiding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIIT911 Quality Criteria, DSB.89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. rr Mi-1fekT 7777 Greenback Lane Suite 109 Citrus Heights CA 95610 Job Truss Truss Type Oty Ply SDA SEATTLE#18-074320T 24X57 DC R54786641 18-074320T C2 Common 6 1 Job Reference (optional) BMC, 0 EVERETT, WA 98205-3212 -2-0-0 6-0-0 2-0-0 6-0-0 8.010 s Aug 11 2017 MiTek Industries, Inc Sat Jul 14 10:52:23 2018 Page 1 ID:16nhCZAU2sgFrTkiNGDP_lyyoez-IwngGJAsL8G38t Va17sL4NR0?W2X4E2yxjgliyyAN6 12-0-0 14-0-0 6-0-0 2-0-0 4x5 = Scale = 1:25.7 6-0-0 12-0.0 6-0-0 6-0-0 LOADING (psf) TCLL 25.0 (Roof Snow=25.0) TCDL 7.0 BCLL 0.0 • BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IRC2015/TP12014 CSI. TC 0.53 BC 0.31 WB 0.09 Matrix -R DEFL. in (loc) I/deft Lid Vert(LL) 0.04 2-6 >999 240 Vert(CT) -0.06 4-6 >999 180 Horz(CT) 0.01 4 n/a n/a PLATES GRIP MT20 185/148 Weight: 37 Ib FT = 10% LUMBER - TOP CHORD 2x4 HF No.2 BOT CHORD 2x4 HF No.2 WEBS 2x4 HF Stud REACTIONS. (lb/size) 2=629/0-3-8, 4=629/0-3-8 Max Horz 2=-40(LC 19) Max Uplift 2=-57(LC 14), 4=-57(LC 15) FORCES. (lb)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-740/40, 3-4=-740/41 BOT CHORD 2-6=0/614, 4-6=0/614 WEBS 3-6=0/263 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCOL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category II; Exp B: Partially Exp.; Ct=1.1 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 2.00 times flat roof load of 25.0 psf on overhangs non -concurrent with other live Toads. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 Ib uplift at joint 2 and 57 Ib uplift at joint 4. July 16,2018 AWARNING - Verify design parameters and READ NOTES ON 7715 AND INCLUDED MITER REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use oily with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall buiding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabiity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB -89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek* 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 Symbols PLATE LOCATION AND ORIENTATION 1 3/ " Center plate on joint unless x, y a offsets are indicated. Numbering 6-4-8 System dimensions shown in ft -in -sixteenths A 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 BCSI. 2. Truss bracing must be designed by an engineer. For • wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tort bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably y protected from the environment in accord with ANSI/TPI 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 oftruss 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 chords require lateral bracing at 10 ft. spacing, or less, if 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. I 1 TOP CHORDS (Drawings not to scale) 2 3 r��= Dimensions are in ft -in -sixteenths. I� Apply plates to both sides of truss and fully embed teeth. _/1 , 0-/ TOP CHORD Ihilgrideilro C7-8 C. 7 C 4 p tY = U p4. I— 41111111111 I _ Ap For 4 x 2 orientation, locate plates 0- ',n" from outside edge of truss. This symbol indicates the BOTTOM CHORDS 8 7 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 NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved required direction of slots in *Plate software PLATE 4 LATERAL BEARING 40=0 location x II connector plates. details available in MiTek 20/20 or upon request. SIZE The first dimension is the plate 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. BRACING LOCATION ,Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint mils: MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 number where bearings occur. Min size shown is for crushing only. 1.:..1-,1 i 1.---1 Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. "7:11)z; UL- 141;W sr/s-c� DL 4 c�isve�a .4019C( tie,e71444-fitra44/7 \-46.-1`4 iruptuAge. (.n4L.ei cb&g, pferw4wctp) 'C[t CORRECTION LTR# cqe, +0 tA,T--/t5t..0%;=. 1.1c-r—rv. " RECEIVED CITY OP TUKWIIA BEVISIONNO.: a t� 00110 PERMIT CENTER ��' e is -ao� o City of Tukwila Department of Community Development September 26, 2018 DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Correction Letter # 1 Revision #2 DEVELOPMENT Permit Application Number D18-0040 SHARIFFA RESIDENCE - 16221 45 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 - R DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) First submittal plan set had the appearance of a single-family residence sharing both floors. The scope of work indicated "Interior Repair/Remodel". This revision now shows the door to the lower floor to be locked with the intent is to create an ADU, which also shall need to be changed in the indicated scope of work. The calculations appear to be acceptable for ADU, planning will need to approve or clarify if there any are other restrictions. The following shall need to be addressed to comply for building as an ADU. 1. The new revised plan indicates to proceed with an ADU occupancy. The new plan specifies a one-hour separation for the new ADU. However, the details only show 5/8" GWB on one side. Requirements to achieve a one-hour fire resistant rating, shall be provided individual encasement protection by protecting them on all sides for the full length, including connections to other structural members, with materials having the required fire -resistance rating. Horizontal assemblies serving as dwelling or sleeping unit separations shall be not less than 1 -hour fire -resistance - rated construction. Provide a listed assembly with clear details that complies with the fire resistance rating from both sides as indicated above. Identify with markings on the plans the ADU perimeter walls or framing that shall be provided with the one- hour fire resistant rated assembly. Include an elevation detail for vertical separations. Specify all penetrations of the new fire separations shall be protected or removed. (IBC 704.3, and 711.2.4.3) 2. The stairs from basement to the landing shall be removed and door removed, and fill in the basement door 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 opening. The landing shallltmcend over the removed stairs. Another option, vi sible, is to provide a separate entrance at the landing with a separation one-hour wall at the landing, but to extend from top of the basement floor up to the ceiling and the other remaining wall to be protected from both sides. Either case is to remove the basement door completely and fill in with one of the two options to provide an effective fire separation. Provide specific details for clarification of one-hour separations at the stairway. 3. Previous memo: # 3. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of not less than 68°F at a point 3 feet above the floor and 2 feet from exterior walls in habitable rooms at the design temperature. The installation of one or more portable space heaters shall not be used. Show where each separate dwelling has its own separate heating system separately controlled by each unit, not dependent on one or the other. (IRC R303.9) This information was not included on the revision. Specifically identify conditioning of the occupancies separately. Also show where the power shall be operated separate from each separate occupancy or is provide with common access of each occupant. 4. Previous memo: #7. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches above the floor in garages. Show appliances, to include washer and dryer, on a raise platform or similar at a minimum 18" above the floor. (IRC M 1307.3) Please provide as requested. 5. Since the Den has the capability of becoming a bedroom, the Den window shall be replaced to meet egress. Show the window as a new egress window. The window well shall also be revised to meet egress. Include details with dimensions and size. 6. Please cloud all changes to the plans for clarity of those changes. 7. The front porch shows new porch and roof construction. Provide complete details with dimensions, materials and mechanical fasteners from foundation to the roof framing. Included specific details for materials, fasteners and flashing where connected to the existing house. 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. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D18-0040 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 o a # D6? -004-0 PriCipt P-,-a.,#.-71.e=oq p'PPr REVISIONNOi:I- 0 RECEIVED CITY OF TUKWILA SEP 0 5 2018 PERMIT CENTER 7/2/2018 City of Tukwila Department of Community Development FRANK CALDWELL 2505 13 WEST SEATTLE, WA 98119 RE: Permit Application No. D18-0040 CALDWELL RESIDENCE 16221 45 AVE S Dear FRANK CALDWELL, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 2/16/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 8/16/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0040 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COFP PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0040 DATE: 2/25/19 PROJECT NAME: SHARIFFA RESIDENCE SITE ADDRESS: 16221 45 AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 3 after Permit Issued DEPARTMENTS: RA 0- to%lit6 Building Divisi n Public Wor s RA tt4n t\rr I� Fire Prevention Structural n M� 1$ Planning Division Permit Coordinator M PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 2/26/19 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions nDenied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 3/26/19 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0040 DATE: 09/27/18 PROJECT NAME: SHARIFFA RESIDENCE SITE ADDRESS: 1622142 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 X Revision # 2 after Permit Issued DEPARTMENTS: NWO blinding Division Public Works Fire Prevention Structural n Planning Division nPermit Coordinator n a PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/02/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/30/18 Approved Corrections Required nApproved with Conditions nDenied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 trni'ERMIT COORD COPY (7) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0040 DATE: 09/05/18 PROJECT NAME: SHARIFFA RESIDENCE SITE ADDRESS: 16221 45 AVE S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 2 after Permit Issued DEPARTMENTS: Building ivision Public Works Fire Prevention Structural n Nib klP V Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 09/06/18 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 10/04/18 Approved n Approved with Conditions Corrections Required ❑ Denied 7 (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only � �'� CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: PR 12/18/2013 'ERMIT CC• C 4 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0040 DATE: 08/08/18 PROJECT NAME: CALDWELL RESIDENCE SITE ADDRESS: 16221 45TH AVE S Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: 161i; \166 Building Division Vtri‘I‘t6 ublic Works c ni\R L u 1 8 -V -H9 Mrevention Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 08/09/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/06/18 ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 it) c'PERMIT CORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0040 DATE: 02/16/18 PROJECT NAME: CALDWELL RESIDENCE SITE ADDRESS: 1622145 AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division u lic Works ki ?MO ire Prevention Structural PRELIMINARY REVIEW: Not Applicable n (no approval/review required) Planning Division U Permit Coordinator 11 DATE: 02/20/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ri Approved with Conditions Corrections Required ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 03/20/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PROJECT NAME. SITE ADDRESS: PERMIT NO: IV DO Y0 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF IN ALS ISSUED DATE Summary of Revision: STAFF INI� Received by �S CekCi-VAN S REVISION DATE RECEIVED NO. t _ 2— Summar of Revision: STAFF NITIALS ISSUED DATE Received by: S>` STAFF INIT ALS (please print) REVISION NO. 3 DATE RECEIVED STAFF IN�IIALS Summary of Revision: 0/ S` -e. VA tV4 0 0 (� Jr (0 �i ) Ons 1-)e_ 9 . + ISSUED DATE Received by: STAFF INITIALS (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ummary or xevision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ummary or xevision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS ummary or xevision: Received by: (please print) Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwilaw.A.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: 1)t cc— (7°4) ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 314 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person:16474F zt8 Phone Number: VP 40i0 Summary of Revision: P (—&t2 ice.—tip) RECEIVE -1A CITY OF TLIKVI LA PES CFJ ''`'1-`- Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: irp Entered in TRAKiT on Z 2' — 11 W:Wermit CenterlTemplates\Forms\Revision Submittal Formdoc Revised: August 2015 Ce I Sammy 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 Hurst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. /141b Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # / PK/ Z ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # Project Name: Project Address: Contact Person: / Summary of Revision: Phone Number: 26" q 5- 272.._ RECEIVED OF TUKWILA SEP 2 7 2018 Sheet Num ber(s): ` ~' 2 - 3 "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Perma Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 PERMIT CENTER ate ofr isio I J Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: \ -24J —Response to Incomplete Letter # Response to Correction Letter # Revision # 2. after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Fs t)120 -e_2\ �7 Project Name: Project Address: Contact Person: RECEIVED CITY OF TUKWILA SEP 0 5 2018 Summary of Revision: Phone Number: V(/ �i e39— 0712' t,4,71 Ublar Leru_+-A, "Th' Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: c J Entered in TRAKiT on - -r W:\Permit Center \Templates\Forms\Revision Submittal Formdoc Revised: August 2015 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. Date: S'4UT 21Z3' Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 1—t-- f— LC t Project Address: Contact Person: LOVZ t 4 I4. Summary of Revision: Two cttA RECEIVED CITY OF TUKWILA • AUG 02.2018 PERMIT CENTER Phone Number: Volo 95 S-2-71 is�c dy C� 447 'fir -) 7e2 �Tz / T k -i$(✓ ,;(11/> -A -r7 7 '/% t/ -c M � �t4d,et: , Co/V S-71 t PLAN ue� — �zerxz(.>--i s IPt7 vr-1. -- f Z44--zH�i�tq f�i p- 1c)ts7 .4 jam !!/d�C O Sheet Number(s): "Cloud" or highlight all areas of revision includi, Received at the City of Tukwila Permit rC/enter by: Entered in TRAKiT on `� b 114 W:\Permit Center\Tem platesTorms4Revision Submittal Formdoc Revised: August 2015 date of levisiRn. RTG CONSTRUCTION LLC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I Page 1 of 2 SEARC A -Z index Help My 1.8d Workplace Rights Trades & Licensing RTG CONSTRUCTION LLC Owner or tradesperson YAS, SEREFHAN Principals YAS, SEREFHAN, PARTNER/MEMBER WA UBI No. 604 227 795 8552 ASHWORTH AVE N SEATTLE, WA 98103 206-380-9380 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations, Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. RTGCOCL820C3 Effective — expiration 02/23/2018— 02/23/2020 Bond American Contractors Indem CO Bond account no. 100382768 $12,000.00 Received by L&I Effective date 02/23/2018 02/20/2018 Expiration date Until Canceled Insurance Security National Insurance Policy no. NAI22067800 $1,000,000.00 Received by L&I Effective date 02/23/2018 02/20/2018 Expiration date 02/20/2019 Savings ........__....... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604227795&LIC=RTGCOCL820C3&SAW= 8/1/2018 RTG CONSTRUCTION LLC fr-1 No active workers' comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 v VVashington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604227795&LIC=RTGCOCL820C3&SAW= 8/1/2018 Name Site Address Residential Area Property Name Legal Description WESTRIDGE ADD PLat Block: Plat Lot: 12 G //,2; -I 92) 193-1490-0120 SABRIE SHARIFFA j16221 45THPLS98188 f 024-001 (WC Appraisal District) REVISIONS No changes shall be made to the scope of work witnout prior approval of the Tukwila Building Division. NOTE:' Revisions will require a new.plan submittal and may include additional peen ipview. PARCEL DMA urisdiction Code Property Type Plat Block / Building Number Plat Lot / Unit Number arter-Section-Township- Range APPROVED MAR 08 2019 City of Tukwila PUBLIC Works TUKWI LA 2326 12 NE-27-23-4 W FOR CODE GMPLIANCE APPROVED MAR 19 2019 BUILDof Tukwila ING DIVISION FILEPY Permit No. I 0O;1O Plan review approval is subject to errors and omissions Approval of construction aocuments does not auth:rize the violation of any adopted Code or ordinance. Receipt of approved Field Copy and conditions is acknowleageo: By. Date: City of Tuitwila BUILDING DIVISION RECEIVED FEB 2 6 2019 TUKWILA PUBLIC WORKS REVISION N013 RECEIVED CITY OF TUKWILA FEB 2 5 2019 ERMIT CENTER A/.L// q /v la H LJTI REVISIONS _ No changes shall he, made to the scope of work withot..t prior approval of Tukwila Buildino D vision NOTE: Revisions will require a r,.=",v pan submittal and may include additional plan re`i rm fags IT REQUI;'rD FOR: Mochanicai ( Electrical afumbing f,�' Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit Na 77(C0 Plan review approval is subject to Errors and emissions. Approval of construction documents doos ❑ct aU Bonze the violation of any adopted coda or ordinance. Rcceipt of approved Field Copy and conditions is acknowiedgod: By: Date: o- Io-t.o - City of Tukwila BUILDING DIVISION P,..4/ r== !Parcel Name 'Site Address Residential Area Property NameW» PARCEL DATA ter.., SABRIE SHARIFFA i 116221 45TH PL S 98188 w.»...1 024-001 (WC Appraisal j Distrid) t Legal DescriptionUa WESTRIDGE ADD Plat Block: Plat Let:2 31490 0120 M Jurisdiction evy Code .»..� Property Type r._.»....._......_»....�.»...�_ Property Plat Block 1 Building Number Plat Lot / Unit Number »^ ry1 z ,,,,,a,„„,,,,,,,, Quarter-Section-Township- 1.1 AVP Range TUKWILA 12326 3 NE-27-24-4 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION F � _ ; t •- ► Lam% h" -; CORRECTION LTR# REVISION RECEIVED CITY OF TUKWILA SEP 27 2018 PERMIT CENTER Z.1/12 rr I , Lop'iL Li 7:4 ,a 2 ,• ,6aAsPrb‘e 1-1 2015 WSEC & IRC Ventilation (Effective July 1, 2018) .• '" • Rookiaptial lirepaiptIve Coniphiscat Form • This sat of fomii kis been developed to assist pinftlt applicants documenting ecceplinnee with the 2015 WasNniton State Dorsi Coda The followhy forms previdt much ef the requIreddecomentation fosp4an review. Tlie details noted here must also be silownon the drayslogs: GY FORCUMATEVINE MARINE 4. coonntWiled . F111,61000 Wag !rood. Framed Woli OLP alsoWel pore IWO liaromerade Me 30 Framed f %sr alb R•Veltte & Both Wiled Preartottm Vbbelo U. 0J0 MIL U. OM aisi. . . R40 ink R41 WM 1121 min. R- iNlial Int + TB 1043 Wit FMO oh Ferman:don t **id os slipdhpsq, roof tubelawl, WWI mutiny' end inovroble), opaque glows, Oozed dams, glaze black and comblnallon opaque/One dom.. Fenestration IfichpdesProlit n I WO psi auclnon-Oputglazkg materials. let (tatenoultateframbalderatatstalden ffiteang le at. irlth healers insulated with a roluivum R,10 Insulath3n. 10/25/21 mr moo n-m mows aswesan an *enamor aftk snin, or *-13 OR the contnon Ms Inky,* r wag cr R-22 covifil eimulatioa ertheurnal bleak butpeot tbe i and telt buourneutvrati at Pa Winos of thebasementwaf.. 10/15/22 ffirsbotbessositted to be Me tea fedi cmety bin/ado* on elm interforeparbosinorrams plus 114 corulatipur Insulation on tte *error es Mean 01lbe .73" ebeemee!beebe bred( bsoreolopr orsibesemeetwo4 ' . f /r t 4,4;4 4r77 orispo. / AR, 0 ed( 224 )6evoY.P., = • V-tabg:7* k,:erAfFkr" e54641 75_ 1:7 pit. I 3 INTEGRATING THE WINDOW TO THE WEATHER RESISTIVE BARRIER A. Apply side flashing tape. Cut two pieces of flashing tape 4" longer than the frame height of the window. Apply one piece to each side over the nailing fin and onto the weather resistive barrier. The tape should extend 2" above the top of the window and 2" below the bottom of the window. Press the tape down firmly. B. Apply top flashing tape. Cut a piece of flashing tape long enough to go across the top of the window and extend at least 1" past the side flashing tape on both sides. Apply the tape over the top nailing fin as shown. Press the tape down firmly. Note: DO NOT tape or seal the bottom nailing fin. C. Fold down top flap of weather resistive barrier (3C). D. Apply flashing tape to diagonal cuts. Cut pieces of flashing tape at least 1" longer than the diagonal cuts in the weather resistive barrier. Apply the tape covering the entire diagonal cut in the weather resistive barrier at both upper corners of the window. Press the tape down firmly. 4 INTERIOR SEAL Caution: Ensure use of low pressure polyurethane window and door insulating fiams and strictly follow the _Pam manufacturer's recommendationsfor application. Use of high presswe foams or improper application of the fiam may cause the window frame to bow and hinder operation. Apply insulating foam sealant. From the interior, insert the nozzle of the applicator approximately 1" deep into the space between the window and the rough opening d apply a 1" deep bead of foam. This will allow room or expansion of the foam and will minimize squeeze out. Allow the foam to cure completely (usually 8 to 24 hours) before proceeding to the next step. Note: It may be necessary to squeeze the end of the tube with pliers to be able to insert into the space between the window frame and the rough opening. DO NOT compktely fill the space from the back of the fin to the interior face of the window. r - t 7;7 717' 7'77'7'1'7i4717',7P! 71;71 .;444105,1444,4i* B. Check window operation by opening and closing the window. Note: If tbe window does not operate correctly, check to make sure it is still plumb, level square and that the sides are not bowed Ifadjussments are requirell remove thefoam ur'ssh a serrated knife. Adjust the shims, and reapply the insulating from sealant. LF I 5 SEALING THE WINDOW TO THE EXTERIOR WALL CLADDING Note: The VinyUSteel siding detail below applies to windows that DO NOT have a J-mould as part of the frame. For windows that have J-mould as part of the fame, this step should be omitted When using windows that have J-mould as part of theframe in masonry or with wood siding, the J-mould must be removed from the frame, and the backer rod sealant must be applied as shown in the details below. Barker rod and sealant typit A. Insert closed cell foam backer rod into the space around the window as deep as it will go. This should provide at least a 1/2" dearance between the backer rod and the exterior face of the window. Note: Backer rod adds shape and depth fir the sealant line. B. Apply a bead of high quality exterior grade sealant to the entire perimeter of the window. Note: Refer to the sealant manufacturer's label to verifi, compatibility with vinyl and the adjoining building components and priming requirements. C. Shape, tool and clean excess sealant. When finished, the sealant should be the shape of an hourglass. Note: This method orates a mot eflexibk sealant line capable of expanding and contracting. 414 UT REVSON bi 9'004t REVIEWED FOR CODE COMPLIANCE . APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION .20111e RECEIVED CITY OF TUKWILA SEP 27 2018 PERMIT CENTER hi) 1124a- C2) 1-4V1 p174G- 500-776iso oirl Tao Fig- w D. r44. c;r 744k. r12.00 D '&44.TraY Wthirzoyci II --4-10 ROOFING SHTG CONT. RIDGE VENTS (VARIES WITH ROOFING) 1 1/2" MIN. VENT S.P. ,1111 RIDGE VENT @ CATHEDRAL CLG. 3/4" = 0" TRUSSES .. 1/2" PLYWOOD SHTG BUILDING PAPER• ROOFING INS, BAFFLE W/. 1" AIR SPACE • 2x BLOCKIN 3'-1 1/2" SCR GUTTER 5/4 X 6" SHTG. SIDING OLI 1O2i8 City of Tukwila BUILDING DIVISION 0 4t 0 H1 ANCHO EACH TRU RECEIVED CITY OF TUKWILA SEP 27 2018 PERMIT CENTER irr -1L;75 a) PE,7Ze4/ri,,/r-1.7 9/27/2018 UL 1 Hour Fire Rated Wall Assembly - Bing images 1.11. 1 our Fire Rated Wall Assembly Fire Wall Assembly Ul. 1 hour UL UL 263 419 Wood Frame Wall U305 Detail Flour Fire Rated Wall Anemblv USG DaGign Studio LIL U305 - Fire Resistant Assembly. Fire Rated Assembly, Fire Rated Detail 155t1x 47elpog May be saqoot to ccpyriqht. [46mml 10 lit 406Trni ';;; • svi : Y4. /4- LA---ri lq Ut--04-62 /47 REMO REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 27 2018 PERMIT CENTER esis A 2-11..el c:ria,-7/A tam_- I-SFf'P',P E PEERMIT I LQU;RED FOR: TJ'1 QCt antcal 1t •t-rcetrical f)umbinp C Gas Piping City of Tukwila 61'ti_)"!G DIVISION _Y - web 74+-1 I Parcel j 931490-0120 Name I SABRIE SHARIFFA Site Address 316221 45 TH PL S 96188 1 t Residential Area 024-001 (WC Appraisal I i District) Property Name Legal Description WE STRIDGE ADD PLat Block: Plat Lot: 12 / 1 k PLANNING APPROVED changes can be made.to these plans without approval fro Planning Divisio of DCD Approved By: 1-- Date: REVISIONS No changes shall be made to the scope of ‘"ork v itho•,t prior approval of TuInvila Building Division If-:O i v ions wilt require a new plan submittal I and may include additional plan review fees. PARCEL DA Jurisdiction .... . _..., ...., . 1 UKWILA� Levy Code 2326 Property Type R Plat Block / Building Number i Plat Lot / Unit Number 12 Quartercction-Township- Range • NE-27-23-4 FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tha violation of any adopted code or ordinance. Receipt of approval Fiold Copy and conditions is acknowledged: Ey:142, Date: City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2018,E A-5 wl - City of Tukwila BUILDING DIVISION :.VISION NO, RECi IVEis CITY ©F TUK4V11_i-; AUG 022018 PERMIT CENTER 1 ��� �✓- mow. 12 I '� 2015 WSEC & IRC Ventilation (Effective July 1, 2016) R.ddendal Prescriptive Compliance Mann This set of form* has been developed to assist pin applicants docunwnting camp lseea with the 201,5 Washington state Energy Code The folbwingforn s provide much of the rewind docvmenttt on forpllin rive. fie detdb noted have must sisals shown on the drawings.' PRESCRIPiM CODE COMPLIANCE POR CLIMATE LONE MARINE.4 tansitilion1 Cellna *f Valid dn. wood Premed wel p WNW (Above .elttrOtadtlW6� Roar glob R• a Depth vttgcer ObWhied PfeleXiph`ve U. OM MIL U. 0.011 MIL R46ith R"21mi. R.21mh R•f0116R1Iit+18 R4Omtit. if•70ttbtvox It stnatlonfdgff cs yatroystina atttottidModawsdadavmmeoblekapvetsdoom,Owed&tenglaedblockeredcombiatb+ opowe/glmeddoors. Fenestration bldedrsetolhRnntotpastend gleam Malefic*. pot Its fmrnlaid dams standandpao►bg lir o a Mdr Widen lnaublrd neth o minimum A-10 taumbon. r1Wt;/2t+Tg"mom 1140 =Mum insulation onthe esieforafthewait or&•1!enthe continuous bxulofbe on the Wenn,ofthe wdi.orR-21cushy bawh Inpha edarnal bveve beteg= the slob end the beam** Ote Yessto►of Iheboaearrtt ae9. "10/15/71 eTEshagbeFermateto be met . see il-13mayInsolaihnonthetowWa/thebmrmentwodpiaR-5cItn nemulation onthe interwar atetioc afthewog 7rmeant Minna) book between Pore ebb aldbmarmitwel 4- .-c " v� h 42 3 INTEGRATING THE WINDOW TO THE WEATHER RESISTIVE BARRIER A. Apply side flashing tape. Cut two pieces of flashing tape 4" longer than the frame height of the window. Apply one piece to each side over the nailing fin and onto the weather resistive barrier. The tape should extend 2" above the top of the window and 2" below the bottom of the window. Press the tape down firmly. B. Apply top flashing tape. Cut a piece of flashing tape long enough to go across the top oldie window and extend at least 1" past the side flashing tape on both sides. Apply the tape over the top nailing fin as shown. Press the tape down firmly. Note: DO NOT tape or seal the bottom nailing fin. C. Fold down top flap of weather resistive barrier (3C). D. Apply flashing tape to diagonal cuts. Cut pieces of flashing tape at least 1" longer than the diagonal cuts in the weather resistive barrier. Apply the tape covering the entire diagonal cut in the weather resistive barrier at both upper corners of the window. Press the tape down firmly. 4 INTERIOR SEAL Caution: Ensure use of low pressure polyurethane window and door insulating foams and strictly follow the foam manufacturer's recommendations for application. Use of high pressure foams or improper application of the foam may cause the window frame to bow and hinder operation. A. Apply insulating foam sealant. From the interior, insert the nozzle of the applicator approximately 1" deep into the space between the window and the rough opening and apply a 1" deep bead of foam. This will allow room for expansion of the foam and will minimize squeeze out. Allow the foam to cure completely (usually 8 to 24 hours) before proceeding to the next step. Note: It may be necessary to squeeze the end of the tube with pliers to be able to insert into the space between the window frame and the rough opening. DO NOT completely fill the space from the back of the fin to the interior face of the window. B. Check window operation by opening and closing the window. Note: If the window does not operate correctly, check to make sure it is still plumb, level, square and that the sides are not bowed If adjustments are required, remove the foam with a serrated knife. Adjust the shims, and reapply the insulating foam sealant. 5 SEALING THE WINDOW TO THE EXTERIOR WALL CLADDING Note: The Vinyl/Steel siding detail below applies to windows that DO NOT have a J-mould as part of the frame. For windows that have J-mould as part of the frame, this step should be omitted When using windows that have J-mould as part of the frame in masonry or with wood siding, the J--mould must be removed from the frame, and the backer rod sealant must be applied as shown in the details below. A. Insert dosed cell foam backer rod into the space around the window as deep as it will go. This should provide at least a 1/2" dearance between the backer rod and the exterior face of the window. Note: Backer rod whir shape and depth for the sealant line. B. Apply a bead of high quality exterior grade sealant to the entire perimeter of the window. Note: Refer to the sealant manufacturer's label to verify compatibility with vinyl and the adjoining building components and priming requirements. C. Shape, tool and clean excess sealant. When finished, the sealant should be the shape of an hourglass. Note: This method creates a more flexible sealant line capable of expanding and contracting. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2018 City of Tukwila BUILDING DIVISION 9ro o 0 CITY OF TI.JKWILA AUG 022018 PERMIT CENTER 1.-itvvi e:1 iffo:A.-774450 Ok01,1 -141.100 Fos- 1,0,1 11414-00-*-„ rovar-,14 rE.,4 F 1-1.g44, itga OA.Qz ,•/4rt-A•er 1-1 1A-1-44 " tvv-( 17:01kr4( Hv- 41-17-1 ktiut 4114(.1" N4101,1-7- I 2- 72---,7•41 ROOFING SHTG EelePMM111 PAM_ CONT. RIDGE VENTS (VARIES WITH ROOFING) 1 1/2" MIN. VENT S.P. )1iA RIDGE VENT @ CATHEDRAL CLG. 3/4" = 0" iwr\outTi-k- _ 1-17-Pt51--t Pwist ‘-'01,477 V`A I 1";;-0•400 <3 415.--r1.4 Hie? CA-\144.4. ;1 72) , A;414 Pr-e9'svtt,/ C7ig4)!,e,077 i144r:2 TRUSSES 1/2" PLYWOOD SHTG BUILDING PAPER. ROOFING. INS, BAFFLE vy/ • 1" AIR SPACE. 2x BLOCKIN VV, 3'-1 1/2" SCR GUTTER 5/4 X 6" SHTG. • SIDING ANCHOR EACH TRUSS 5/8" GWB (CLG.) ' G ALLS) 21 TYP. EAVE @ ATTIC 3/4" = 1' 0" REVIEWED FOR CODE COMPLIANCE APPROVED AUG 17 2018 REOENED C!TY OF TUKWILA AUG 0 2 2018 PERMIT CENTER TL �..,. PLANN;i. APPROVED _;..._ fe: changes can be madeto these. plans without approval from the Planning Division of DCD Approved By: �- Date: Existing Upstairs Floor Plan No Renovations or Alterations Az Floor Plan - Upper Level Scala: ti9"=1' edtoo; T- FILE COPY Permit No. 9— 0 Q t V Plan review e; prcval is subject to errors and omissions. Approval cf construction documents does not authorize tho violation of any adopted coda or ordinance. Receipt of approved F' . - and • ditions is acknowledged: By: Date: 2) City of Tukwila BUILDING DIVISION REVISIONS No changes shall tr.? made to the scope of work prior approval of Building Division. NOTE: Revisions will require a new plan submittal 1 and may include additional plan review fees. FOR: I Y 'cchanical 5 ectrical C"f Plumbing was Piping Ciy of Tukwila E11!L.f!NG DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 6 2010 City of Tukwila r : - � jet -_•'4 CITY 4F TUKWILA FE8 16 2018 PERMIT CENTER 0 Contact: Cow� � - va N o o 0 Garage $' type "x" fire rated ceiling and walls. fire tape 20ntin!in mted selidosing door Rec Room Existing Downstairs Floor Plan Renovations: See Legend 20min fire mted selfclosingdoor Al Floor. Plan - Lower Level Scale:?/4"=1' Storage Room Stairwell type "x" fire rated ceiling, walls, under stairs. fire block framing. room Legend Framing, Siding and Window Repair Electrical/Mechanical Repair ISmoke Damage: drywall removal and replacement REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 2018 City of Tukwila RL111 nwP I'l1t7lgtf°'M Replace G.W.B. with Z" G.W.B. Replace Damaged Insulation with R-21 Replace Fire Damaged Framing Members with equiv STB KD HF Replace Fire Damaged siding and sheeting with equiv Replace Window with U-.30 or better RECEIVED - CITY OFTUKWILA FEB 16 261b PERMIT CENTER