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Permit D18-0196 - BOLER RESIDENCE - 1,680 SF ADDITION
BOLER RESIDENCE 16208 47TH AVE S FINALED 10/29/2021 D18-0196 Parcel No: Address: Project Name: c 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 5379800481 16208 47TH AVE S BOLAR RESIDENCE DEVELOPMENT PERMIT Permit Number: D18-0196 Issue Date: 6/14/2019 Permit Expires On: 12/11/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SIPASEUTH PAENG 16208 47TH AV S , TUKWILA, WA, 98188 ANTHONY BOLER 16208 47TH AVE S , TUKWILA, WA, 98188 AFFIDAVIT - ANTHONY BOLER ANTHONY BOLER 16208 47TH AVE S , TUKWILA, WA, 98188 Phone: (253) 359-4265 Phone: Expiration Date: DESCRIPTION OF WORK: BUILDING 1680 SF ADDITION TO HOME. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, STORM DRAINAGE, LAND ALTERING. Project Valuation: $221,201.96 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $4,983.78 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 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: 100 Fill: 0 Number: 0 No Permit Center Authorized Signature: DA1 Date: to I L 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 perm' and agree to the conditions attached to this permit. Signature: I Date: _0 -1 — ) Print Name: 7/►'1 '10d� Y'� I�oiev This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 3: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 4: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 5: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 6: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 7: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 8: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 9: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existine drainaee facilities. 10: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 11: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of excavation. If contamination is detected, the land altering quantity and permit fee will change. The applicant will be required to calculate final quantities and pay the difference in permit fee prior to the Final Inspection. 12: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 13: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 14: It is strongly recommended that storm drainage designs be prepared and stamped by a Washington State licensed engineer. 'Otherwise, the owner assumes liability for the design and any subsequent related damages.The property owner is responsible for the maintenance of any new and existing on -site storm drainage systems including splash blocks, dry wells, infiltration trenches, dispersion trenches, catch basins, yard drains, bioretent5ion, permeable pavement, rainwater harvesting, and perforated pipe connections as applicable.Following the Public Works Final Inspection for the Building Permit, the property owner shall insect, maintain and correct on -site storm drainage systems in accordance with the 2016 King County Surface Water Design Manual & TMC 14.30.080. 15: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assigned prior to Public Works final. 16: Prior to backfill of pipe and final sign off, provide as -constructed plan sheet showing dimensions in relation to property line and house. 17: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 18: Any material spilled onto any street shall be cleaned up immediately. 19: ***BUILDING PERMIT CONDITIONS*** 20: 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. 21: 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. 22: 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. 23: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 24: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 25: All wood to remain in placed concrete shall be treated wood. 26: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 27: 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. 28: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 29: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 30: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 31: 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). 32: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 33: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 34: 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. Perrhits 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. 35: 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** 0610 ENERGY EFF CERT 5210 EROSION MEASURES FNL 5210 EROSION MEASURES FNL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 5040 LAND ALTERING 0502 LATH/GYPSUM BOARD 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR Tenant Name: A'11T Non t ISO ter' CITY OF TUKW Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Dlt: Project No. Date Application Accepted Date Application Expires: 1 (For ofce use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: S 511 Pc©t-t $C Site Address: 1Gdd L! 741"-' FTCe S 40 t`le.1t k .. 9g+'Sizite Number: P k Floor: PROPERTY OWNER Name: Ail oel (C' l.Jts Address: `�te),OY. L 7 'Pt' a J ( S , . State: j A_ City: a,,. k uiy is Zip: C( .,t CONTACT PERSON — person receiving all project communication Name:err\ fad (I„ T Ina Address: t�+Q(1Of� L 70.,o, ' S City: tli (Cu.) `ick State: L. Zip: cli 8.1 ire Phone:a,5.3 351 ^4 Z(ax: AM. Email: anti -wpm %-(c) s'exc. P miff+ K( I. C co - GENERAL CONTRACTOR INFORMATION Company Name: rt t" Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: ❑ Yes 0 ARCHITECT OF RECORD Company Name:,3e-5- \3c r S EN.erprts5 Architect Name: 3ea,ne,ss Address: City: p, , L t o p State: co A Zip:18 7 1 �J Phone: �33 Li ^s3F(x: t 1: Email: m iires ... cirl f' ea C81,,5f. r fi ENGINEER OF RECORD Company Name: A r4_ t`� Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: And Address: LGa® Li. 7-h., c,,`'e 5 City: �'v1C t l6\ State: r ‘ Zip:9 fig, .1 i O BUILDING PERMIT INFORMATIOl\!06-431-3670 (c3© Q°� "; /OQ Valuation of Project (contractor's bid price): $ 1 Existing Building Valuation: $ �� ►► Describe the scope of work (please provide detailed information): 13c. 1 k&t v- O \ t Cc c' O SQ54 086 vhOn/ he'rre. e 13111 rv-vr( Ct-,11 ca (365C6\() ck\ NI AN - Will there be new rack storage? ❑ ....Yes f.No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing New Type of Construction per IBC Type of Occupancy per IBC 15` Floor 0 rStructure t7 n: 11 '�'IQ l w to P^)0 K 2"d Floor 3`d Floor © ® © 0 0 Floors L thru 2.. Basement Q ® © 0 0 0 Accessory Structure* 4n 0 d 0 0 Attached Garage 0 0 0 0 0 Detached Garage a 0 0 0 Attached Carport e O ® 4 0 d Detached Carport Q �1 O ^ 1 l.J Q b- Covered Deck 0 Ha‘ ° _ — - J Uncovered Deck ia c " - 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: ?,q Lot Area (sq ft): t✓S Hoe) Floor area of principal dwelling: KIS° Floor area of accessory dwelling: 5 l *Provide documentation that shows that the rincipal 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: ❑ Sprinklers 0 Automatic Fire Alarm `A, None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 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. Water District ❑ .. Tukwila 0 ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate .Valley View 0 ...Sewer Availability Provided ... Highline ❑ ... Renton Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies o rmitted with Application (mark boxes which apply): . Civil Plans (Maximum Paper Size — 22" x 34") . Technical Information Report (Storm Drainage) ❑ .. Bond ❑... Insurance ❑... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 16... Total Cut (93 cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation 0... Renton 0... Seattle a current septic design approved by King County Health Department. ❑ ... Geotechnical Report ❑ ... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑ ... Right-of-way Use — Potential Disturbance CI . . Work in Flood Zone Vie„. Storm Drainage 0...Abandon Septic Tank ❑...Curb Cut ❑... Pavement Cut 0...Looped Fire Line Domestic Water ❑ .. Permanent Water Meter Size (1) " ❑ .. Temporary Water Meter Size (1) " ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public 0 ❑ .. Water Main Extension Public 0 31 ❑...Grease Interceptor 0... Channelization Trench Excavation 0...Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size Private 0 Private 0 " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) tl.... Water. Sewer 0 .. Sewage Treatment Monthly Service Billing to:„�,, Name: £ 1-)1t7V'Pr J.JsVI"' Mailing Address: 16aa8.-- 4 1." ct L C S Water Meter Refund/Billin�: Name: [ I� /1 (c1 � Mailing Address: ) t21 - t{ 71'" CV( 5 Day Telephone: S -3 S9 -Al Zi City State p Day Telephone: rTh 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 AUTHORIZED AGENT: Signature. —1 Print Name: t'"1 011. it Mailing Address: t Gaeg- Ltck.s S Date:taCCOOK\ 2C3 t Day Telephone: a 3 35 1 "y 2GS- . LJc\ 9 n- City State Zip ldv{-LL 11111 r'L TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees PROJECT NAME13_21cip, t PERMIT # bib--01cM If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 0 Water/Sewer/Surface Water i 00 0 Road/Parking/Access 11000 A. Total Improvements 48,000 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. ��)0 C. 2.0% of amount over $100,000„ but less than $200,000 o A0 D. 1.5% of amount over $200,000 of A. C 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 56 5. Enter total excavation volume (00 cubic yards Enter total fill volume 8 cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 sT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $3}S° (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $Apo The PIan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. OVED CORRECTION CITY OF TUKWILA LTR# Approved 09.25.02 Last Revised 01.01.19 MAY 2 9 2019 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW mad adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ (6) 7. Pavement Mitigation Fee $ 0 The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin IB to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) _ $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (7) $ J7 BD (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101-1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001-10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01.01.19 2 $ 1.3S (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) 0 C. Water Meter — Permanent* 0 D. Water Meter — Water only* r► E. Water Meter — Temporary* 0 * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $Q B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ Q E. Allentown/Foster Pt Sewer (Ord 2177) $ 0 F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ Q I. Other Fees $ 0 Total A through I $0 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ f r35- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $70.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 0I.01.2019-12.31.2019 Total Fee 0.75 $625 $6,416 $7,041 1 $1125 $16,040 $17,165 1.5 $2425 $32,080 $34,505 2 $2825 $51,328 $54,153 3 $4425 $102 656 $107,081 4 $7825 $160,400 $168,225 6 $12525 $320,800 $333,325 Approved 09.25.02 Last Revised 01.01.19 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK $1,286.37 D18-0196 Address: 16208 47TH AVE S Apn: 5379800481 $1,286.37 Credit Card Fee $37.47 Credit Card Fee R000.369.908.00.00 0.00 $37.47 DEVELOPMENT $804.07 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $50.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $50.00 PERMIT FEE R000.322.100.00.00 0.00 $699.57 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $310.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $23.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $37.00 TECHNOLOGY FEE $134.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17906 R000.322.900.04.00 0.00 $134.33 $1,286.37 Date Paid: Friday, June 14, 2019 Paid By: ANTHONY BOLER Pay Method: CREDIT CARD 024341 c CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/14/2019 03:51:01 PM CREDIT CARD SALE VISA CARD NUMBER: **********4781 K TRAN AMOUNT: $1,286.37 APPROVAL CD: 024341 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $1,957.00 D18-0196 Address: 16208 47TH AVE S Apn: 5379800481 $1,957.00 Credit Card Fee $57.00 Credit Card Fee R000.369.908.00.00 0.00 $57.00 DEVELOPMENT $1,900.00 PERMIT FEE TOTAL FEES PAID BY RECEIPT: R17905 R000.322.100.00.00 0.00 $1,900.00 $1,957.00 Date Paid: Friday, June 14, 2019 Paid By: ANTHONY BOLER Pay Method: CREDIT CARD 014901 Q CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/14/2019 03:46:52 PM CREDIT CARD SALE VISA CARD NUMBER: **********9201 K TRAN AMOUNT: $1,957.00 APPROVAL CD: 014901 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS E PermitTRAK ACCOUNT QUANTITY _ PAID $1,740.41 D18-0196 Address: 16208 47TH AVE S Apn: 5379800481 $1,740.41 Credit Card Fee $50.69 Credit Card Fee R000.369.908.00.00 0.00 $50.69 DEVELOPMENT $1,689.72 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14808 R000.345.830.00.00 0.00 `- $1,689.72 $1,740.41 Date Paid: Tuesday, June 26, 2018 Paid By: ANTHONY BOLER Pay Method: CREDIT CARD 026415 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/26/2018 04:17:25 PM CREDIT CARD SALE VISA CARD NUMBER: **********7803 K TRAN AMOUNT: $1,740.41 APPROVAL CD: 026415 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 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/26/2018 04:17:25 PM CREDIT CARD SALE VISA CARD NUMBER: **********7803 K TRAN AMOUNT: $1,740.41 APPROVAL CD: 026415 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: D18-0196 Description: BOLER RESIDENCE Applied: 6/26/2018 Approved: 6/13/2019 Issued: 6/14/2019 Finaled: 10/29/2021 Status: FINALED Parent Permit: Parent Project: Site Address: 16208 47TH AVE S City, State Zip Code:TUKWILA, WA98188 Applicant: BOLAR RESIDENCE Owner: SIPASEUTH PAENG Contractor: AFFIDAVIT - ANTHONY BOLER Details: BUILDING 1680 SF ADDITION TO HOME. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, STORM DRAINAGE, LAND ALTERING. VgCO ` . GTOI SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS 7/19/2019 Any 7/19/2019 FOOTING Bill Centen APPROVED eTRAKiT Inspection Request Notes: 7/17/2019 7:06 PM Anthony Boler Alternate phone number 2532679519 Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 7/19/2019 Any 7/19/2019 FOUNDATION WALL Bill Centen APPROVED eTRAKiT Inspection Request Notes: 7/17/2019 7:07 PM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 8/15/2019 PM 8/15/2019 FOOTING DRAINS Bill Centen APPROVED eTRAKiT Inspection Request Notes: 8/12/2019 8:07 PM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com Permit Inspections City of Tukwila 8/15/2019 PM 8/15/2019 STORM DRAINAGE Eric Pritchard PARTIAL APPROVAL eTRAKiT Inspection Request Notes: 8/12/2019 8:09 PM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com Storm drainage system is installed per plans, up to dispersion pad (not installed yet). OK to bury. 9/17/2019 Any917/2019 / UNDERFLOOR Bill FRAMING Centen NOT APPROVED eTRAKiT Inspection Request Notes: 9/13/2019 4:48 PM Anthony Boler Pm inspection Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 9/17/2019 - BC 1. Missing triple floor joists at bearing end walls per approved plans. 9/18/2019 Any 9/18/2019 UNDERFLOOR PARTIAL FRAMING Lee Sipe p APPROVAL eTRAKiT Inspection Request Notes: 9/17/2019 3:00 PM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 1st floor under floor framing only -approved 9/24/2019 Any 9/25/2019 LATH —GYPSUM BOARD Sipe Lee PARTIAL APPROVAL eTRAKiT Inspection Request Notes: 9/19/2019 11:35 AM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 9/20/2019 5:35 AM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 9/23/2019 3:15 PM Anthony Boler Permit Inspections City of Tukwila Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com OK Densglass fastening at old/new wall addition. 11/1/2019 Any 11/1/2019 WALL SHEATHING_SHEAR Lee Sipe APPROVED #4 Notes: 10/25/2019 11:12 AM Contact Name: Anthony Boler Site Address: 16208 47th Ave S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 11/1/2019 Any 11/1/2019 UNDERFLOOR FRAMING Lee Sipe APPROVED #4 underfloor frame 2nd floor Notes: 10/25/2019 11:13 AM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 11/1/2019 Any 11/1/2019 ROOF SHEATHING Lee Sipe APPROVED #4 Notes: 10/25/2019 11:17 AM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com 11/1/2019 Any 11/1/2019 FRAMING Lee Sipe NOT APPROVED #4 Notes: 10/25/2019 11:14 AM Anthony Boler Contact Name: Anthony Boler Site Address: 16208 47TH AVE S Phone: 2533594265 e-Mail: Anthonyb8586@hotmail.com Corrections required. 1. sht. 2.1/D-1 lag bolts & 2X connection at existing roof line. 2. Cross bracing required in truss at gable ends and max 20" between. 6/11/2020 PM 6/11/2020 FRAMING Lee Sipe APPROVED Notes: 253-359-4265 ANTHONY CALL WITH ANY ISSUES 6/15/2020 AM 6/15/2020 WALL INSULATION Darrin Graham APPROVED 165248 Notes: 6/15/2020 AM 6/15/2020 GLAZING Darrin Graham APPROVED 161142 Notes: 6/15/2020 AM 6/15/2020 ROOF _CEILING INSUL Darrin Graham APPROVED 173845 Notes: 4/29/2021 AM 4/29/2021 ENERGY EFF CERT Bill Centen PARTIAL APPROVAL ANTHONY BOLER 253-359-4265 Notes: 1. Provide energy eff certification 4/29/2021 AM 4/29/2021 SLAB FLOOR INSUL Bill Centen APPROVED ANTHONY BOLER 253-359-4265 Notes: 4/29/2021 AM 4/29/2021 LATH _GYPSUM BOARD Bill Centen APPROVED ANTHONY BOLER 253-359-4265 Notes: 4/29/2021 AM 10/21/2021 EROSION MEASURES FNL Scott Moore APPROVED ANTHONY BOLER 253-359-4265 Notes: ok to final full lawn established 4/29/2021 AM 10/21/2021 EROSION MEASURES FNL Scott Moore APPROVED ANTHONY BOLER 253-359-4265 Notes: ok to final full lawn area is established 4/29/2021 AM 10/21/2021 LAND ALTERING Scott Moore APPROVED ANTHONY BOLER 253-359-4265 Notes: ok to final 4/29/2021 AM 4/29/2021 PUBLIC WORKS FINAL Scott Moore PARTIAL APPROVAL ANTHONY BOLER 253-359-4265 Notes: down spouts need to be p aced on splash block cb or swale. 4/29/2021 AM 10/21/2021 PUBLIC WORKS PRE -CON Scott Moore APPROVED ANTHONY BOLER 253-359-4265 Notes: 4/29/2021 AM STORM DRAINAGE Scott Moore ANTHONY BOLER 253-359-4265 Notes: 10/20/2021 PM ENERGY EFF CERT Bill Centen 2533594265 Notes: 10/20/2021 PM 10/20/2021 BUILDING FINAL** Bill Centen NOT APPROVED Anthony 253-359-4265 Notes: 1. Need Public works final (eroision measures, storm) 2. Install a grippable handrail between 34-388" off of stair nosing. 10/21/2021 PM 10/21/2021 PUBLIC WORKS FINAL Scott Moore APPROVED (253) 359-4265 Notes: All downspouts are now in swale and cb catch area and dispencement for runoff 10/25/2021 PM 10/25/2021 BUILDING FINAL** KC Ellis NOT APPROVED Anthony 2533594265 Notes: 10/29/2021 PM 10/29/2021 BUILDING FINAL** KC Ellis APPROVED 2062716900 Notes: Window, Skylight and Door Schedule Project Information Boler Residence 16208 47th Ave S Tukwila, WA 98188 Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor Contact Information Anthony Boler 253-359-4265 WSEC 0.28 WSEC 0.28 Ref. U-factor double pane vinyl window WSEC 0.28 double pane vinyl window WSEC 0.28 doubie pane vinyl window WSEC 0.28 double pane vinyl window WSEC 0.28 double pane vinyl window WSEC 0.28 double pane vinyl window WSEC 0.28 double pane glazed door WSEC 0.28 REVIEWED FOR CODE COMPLIANCE APPROVED - • JUN 13 2019 City of Tukwila BUILDING DIVISION I CPIVED ►CAI i 1 1U19 TUKWUI_ A PUBLIC WORKS anthonyb8586@hotmail.com Width Height Qt. Feet Inch Feet inch 1 3 6 8 1 2 8 5 Width Height Qt. Feet inch Feet Inch 5 2 5 1 2 8 5 1 3 3 1 4 2 2 5 2 2 5 4 2 2 8 6 8 r'r>r r I r'TinM 1 11 I`S 1 /1r Area UA 20.0 5.60 12.5 3.50 Area UA 50.0 14.00 12.5 3.50 9.0 2.52 8.0 2.24 20.0 5.60 40.0 11.20 0.0 0.00 0.0 0.00 0.0, 0.00 35.6 9.96 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 RECI IVEC ITY OF TUKIA MAY 29 2019 Overhead Glazing (Skylights) Component Description Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Width Height Ref. U-factor Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 175.1 49.02 Area 0.28 UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 207.6 58.12 W Ioousop veer cnveyy %.uuv vumpuance rorAH climate Zones in Washington Project Information Contact Information All Climate Zones R-Valuea U-Factors Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC" n/a n/a Ceilingk 491 0.026 Wood Frame Wall°" 21 int 0.056 Mass Wall R-Value` 21/21h 0.056 Floor 30° 0.029 Below Grade Wall°"' 10/15/21 int + TB 0.042 Slabd R-Value & Depth *T.�L,Iw oenn 10, 2 ft n/a 1 and Table R402.1.3 Footnotes inc luded on Page 2. Soler Residence 16208 47th Ave S Tukwila, WA 98188 Anthony Boler 253-359-4265 anthonyb8586@hotmaii.com This protect will use the requirements of the Prescriptive Path below and Incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. 02. Medium Dwelling Unit: 3.6 credits All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. 03. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 04. Additions less than 600 square feet: .5 credits Table R406.2 Summary Option Description • 1a Efficient Building Envelope la v1 cunkw 0.5 lb Efficient Building Envelope lb 1.0 lc Efficient Building Envelope lc 2.0 1d Efficient Building Envelope 1d 0.5 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 *Please refer to 'fable R406.2 for complete option descriptions 0 0 0 0 0 0 *1200 kwh 0.5 1.0 0. 5 1. 5 0. 0 3.50 iaole 114VZ.1. 1 rootnotes For SI: 1 foot .= 304.8 mm, ci . = continuous insulation, int . = intermediate framing. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. o "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the stab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. o There are no SHGC requirements in the Marine Zone. r Reserved. g Reserved. n Reserved. ` The second R-value applies when more than half the insulation is on the interior of the mass wall. J Reserved. k For single rafter- or ,joist -vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402. 1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will cal elate heating loads onlv. ACCA procedures for sizing cooling systems should be used to determine cooling loads,. Please fill out all of the green drop -downs and boxes that are applicable to your project As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Boler Residence 16208 47th Ave S Tukwila, WA 98188 Anthony Boler 253-359-4265 anthonyh8586@hotmai.1.com Heating System Type: 0 All Other systems Q Heat Pump To see detailed instrlctons for each section, place your cursor on the word "Instructions". Design Temperature Instructions Tukwila Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height instructions Average Ceiling Height (ft) Glazing and Doors Instructions Skylights Instructions Insulation Attic Instructions , U-0.26 R-49 Single Rafter or Joist Vaulted Ceilings Instructions Select R-Value Above Grade Walls omen/unto Instructions Floors Instructions R-21 Intermediate R-38 Below Grade Walls gee Four. tl instructions Select R-value Slab Below Grade fa.. Flour. n Instructions Select conditioning Slab on Grade (... Flours 9 Instructions Select R-Value Location of Ducts Instructions No Ducts Design Temperature Difference (AT) 46 AT • Indoor (70 degrees). Outdoor Design Temp 1,680 I 1 8.5) Conditioned Volume 14,280 U-Factor X Area 0.280 U-Factor 0.50 U-Factor 0.026 U-Factor No selection 208 X Area X Area 1 840 I X Area UA 58.13 = UA = UA 21.84 UA U-Factor X Area UA 0.056 1 2,025 ( 113.40 U-Factor X Area UA 0.025 U-Factor No selection 840 X Area 21.00 UA F-Factor X Length UA No selection_- F•Factor X Length UA No selection Sum of UA Duct Leakage Coefficient 1.00 Envelope Heat Load Sum of LJA X AT Air Leakage Heat Load 7,094 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 16,955 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 16,955 Btu / Hour Ducts in uncondlloned space: Sum of Building Heat Loss X 1.10 Ducts In conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 21,194 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced AB Fumece Building and Dud Heat Loss X 1.25 for Heat Pump 214.37 9,861 Btu / Hour (07/01/13) -- Re: 1906097 Anthony Boler - Addition z MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Truss Components of WA. Pages or sheets covered by this seal: K6235135 thru K6235139 My license renewal date for the state of Washington is September 28, 2019. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 City of Tukwila BUILDING DIVISION June 11,2019 Zhao, Xiaoming IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., bads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. RECEIV�L: CITY OF TUKWIL> PERMIT CENTER CORc ` T Oi LT. - bI8 oiq7 Job Truss Truss Type QfY Ply Anthony Boer - Addition K6235135 1006007 A01SGE Common Structural Gable 1 1 Job Reference (optional) Tess Components of WA, Tumwater, WA - 98512. 0 Scale = 1:47.1 1-10-2 -2-0-0 1 1-1¢12 2-0-0 o-its 1-10-2 12 5 r- 3x6 m 3 5-7-14 3.9-2 Run: 8.31E May 22 2019 Print: 8.310E May 22 2019 AMTek Industries. Inc. Toe Jun 11 11:38:27 IDG tt8141fi4pk641u27MII-v900L.eec5au erRlIXOVpGYs_TLZ62?21TAJz7Mty 10-6-0 4-10-2 3x8= 4x6 • 5 15-4-2 4-10-2 41 19-1-4 3-9-2 Page: 1 19-1-14 21-0-0 I 23-0-0 1-10-2 2-0.0 0-0-9 3x6 7 3x4 7-2-10 12 11 3x4= 4x6= 13-9-6 10 3x4= 21.0-0 3x4= 7-2-10 6-6-13 7-2-10 ( Plate Offsets (X, Y): (3:0-3-0,Edge1, j5:0-4-0,0-1-131, I7:0-3-OEdge),111:0-3-0 0-1-41 Loading TCLL (roof) Snow (PO TCDL BCLL BCDL LUMBER TOP CHORD ROT CHORD WEBS OTHERS BRACING TOP CHORD 25.0 25.0 7.0 0.0' 10.0 2x4 DF No.2 2x4 DF No.2 2x4 DF No.2 2x4 OF No.2 Spacing Plate Grip DOL Lumber DOL Rep Stress Ina Code 2-0-0 1-15 1.15 YES IBC2015/TPI2014 Structural wood sheathing (Erectly applied or 4-4-12 oc puffins. BOT CHORD Rigid ceting directly applied or 10-0-0 oc bracing. REACTIONS (ib/size) 2=101010-5-8, 8=1010/0-5-8 Max Horiz 2= 36 (LC 21) Max Upftt 2=-105 (LC 16), 8=-105 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49, 2-3=-1795/465, 3-4=-1753/476, 4-40=-1588/425, 5-40=-1578/438, 5-41=-1578/438, 6-41=-1588/425, 6-7=-1753/476, 7-8=-1795/465. 8-9=0/49 BOT CHORD 2-12=-355/1629, 11-12=-173/1062, 10-11=-173/1062,8-10=-369/1629 WEBS 5-10- 124/628, 6-10=-446/202, 5-12=-124/628, 4-12=-4461202 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=110mph (3-second gust) Vasd=87mph: TCDL=3.5ps1; BCDL=5.0psf; h=15ft: Cat. II; Exp B; Pr. Enclosed; M WFRS (envelope) and C-C Exterior (2) zone: cantilever left and right exposed : end vertical left and right exposed;C-C for members and faces & MWFRS for reactions shown; Lumber DO1=1.60 plate grit DOL=1.60 3) 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 ANSUTPI 1. CSI TC BC WB Matrix -MS 0-36 0.46 0.12 DEFL in (loc) Vert(LL) -0.08 10-12 Vert(CT) -0.14 12-36 Horz(CT) 0.04 8 4) TCLL: ASCE 7-10; Pr=25.0 psi (rod live load: Lumber DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (flat rod snow Lumber DOL=1.15 Plate DOL=1.15); Category 11; Exp B; Fully Exp.: Ct=1.10 5) unbalanced snow bads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psi or 1.00 times flat rod bad of 25.0 ps4 on overhangs non -concurrent with other live loads. 7) All plates are 1.5x4 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 bad nonconcurrert with any other live bads. 10) ' This truss has been designed for a Eve load of 20.0psf on the bottom chord in all areas whore a rectangle 3-06-00 tat by 2-00-00 wide will fit between the bottom chord and any other n.anhe.s. 11) Provide mechanical connection (by others) of truss to bearing ptate capable of withstanding 105 lb uplift at joint 2 and 105 lb uplift at joint 8. 12) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Udefl Ud >999 240 >999 180 n/a nta PLATES M720 GRIP 220/195 Weight: 1161b FT = 10% June 11,2019 Design sa5d ra use only Lath Weltrn comers This&sign is based arty upon parameters shown. and is to an nd.iatrat Iu i gcomponent, not a truss system. Before use. the twilling designer must very the appxcabdxy of design parancm> and properly incorporate this design into the moat budding design. Bracing indicated is to prevent buckling or individual truss web atwor chord members arty. Additional temporary and permanent bracing is akwtys required torn stabzayr and to prevent catlapse nth pose personal a wy ad Ply damage. Far general g:danc reqq artthe fabrication staa9e, de5uery. erectionand Waring g of trusses and Indssystems. see ANS4?Pfr away OMAR DSB-W and Btsrnufm.gCooponent Safety Indorna0an available born Truss Plate lnsthle, 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Mfrek 250 Abe Cicle Caron. CA 92880 Job Truss Truss Type Oty Ply Anthony Boler - Addition K6235136 1906097 A02 Common 1 1 Job Reference (optional) Truss Components of WA. Tu,nwater, WA - 98512, 413 ro 0 0 crab = 1.45.9 i -2-0-0 ! 5-6-14 2-0-0 5-6-14 7-2-10 Run: 8.31 E May 22 2019 Prix: 8.310E May 22 2019 !Ailed industries. inc. Tue Jun 11 11:38:29 IDi0r9XcLGpkm2YPaEeYl00gi7N_&4ArodvA09F910KLT3ISac2gIREr4sk_XF9wLdrxitentu 10-6-0 4-11-2 4x4= 4 13-9-6 15-5-2 4-11-2 21-0-0 5-6-14 21.0-0 Page: 1 1 23-0-0 2-0-0 1 7-2-10 6-6-13 7-2-10 Loafing TCLL (roof) Snow (Pf) TCOL BCLL BCDL 25.0 25.0 7.0 0.0' 10.0 SPaCing Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES 1BC2015/TP12014 CSI TC BC WB Matrix -MS 0.37 0.43 0.11 DEFL in Vert(LL) -0.07 Vert(CT) -0.13 Horz(CT) 0.04 Ooc) 8-10 8-16 6 Udell L/d >999 240 >999 180 n/a n/a PLATES GRIP MT20 220/195 Weight 87lb FT = 10% LUMBER TOP CHORD BOT CHORD WEBS BRACING TOP CHORD 2x4 DF No.2 2x4 DF No.2 2x4 DF No.2 Structural wood sheathing directly applied or 4-6-9 oc purlins. BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1010/0.5-8, 6=101010-5-8 Max Horiz 2=-37 (LC 17) Max Uplift 2=-105 (LC 16). 6=-105 (LC 17) FORCES Ob) - Maximum Compression/Maximum Tension TOP CHORD 1-24)/49, 2-3=-1718/456. 3-17=-1516/409, 4-17=-1504/422, 4-18-1504/422, 5-18= 1516/409, 5-6=1718/456, 6-7=0/49 BOT CHORD 2-10=-332/1539, 9-10=-163/1030, 8-9=-163/1030, 6-8=-345/1539 WEBS 4-8=-113/579, 5-8=-408/193, 4-10=-113/579, 3-10=-40W193 NOTES 1) Unbalanced roof fore loads have been considered for this design. 2) Wind ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=3.5psf; BCDL=5.0pst; h=15ft; Cat. 11; Exp 8: Pr. Enclosed; MWFRS (envelope) and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=25.0 psf (rod live load: Lumber DOL-1.15 Plate DOL=1.15); Pf=25.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category 11; Exp B: Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this desgn- 5) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times Oat rod load of 25.0 psf on overhangs non-conctatent with other bve loads. 6) This truss has been designed for a 10.0 psf bottom chard five load nonconcurrent with any otter live bads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 105 lb uplift at josh 2 and 105 lb uplift at joint 6. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard ^t S pLAING June 11,2019 • Design valid for use colywh WTekb connectors. This design s based only upon parameters shown. ands br a imdainbel to r t%compotes. not a tons system. Before use. the building designer must verify the applicabiay of design parameters and property incorporate this design into the overall budding design Bracing indcated is to prevent bucldarg of individual truss web andlor chord members only. Addy temporary and permanent bracing s an„ rs required for sta65 5 and to prevent collapse *Oh poss4le personal injury and property damage. For general guktxrce regadng the fabrication. storage. delivery. errsa0n aid bracing of asses and buss system. see ANSIMPtlQuatly Criteria 058d8and 8C518uddinyComponent Safety ilirwriw rrr evadable from Truss Rate kntine. 218 N. Lee Street. Site 311 Alexandria. VA 22314. MiTek 250 Kkg Cole Corona, CA 92880 Job Truss Truss Type Qty Ply Anthony Boler - Addition K6235137 1906097 A03 Common 1 1 Job Reference (optional) Truss Components of WA. Tanwater, WA - 98512. CO 0 Scale = 1:45.9 -2-0-0 2-0-0 3x4= 5-6-14 5-6-14 7-2-10 Run: 8.31 E May 22 2019 Pent: 8.310 E May 22 2019 I5Tek Industries. Inc. Tue Jut 11 11:38:29 ID:xte?x6PEIOSUPDR8usLfiz7N48-rw vA09F910KLT3u6aczyREctu_X89dddhr8z7Mtu 10-6-0 4-11-2 3x4 = 3x6= 4x4= 4 13-9-6 15-5-2 4-11-2 3z4= 21-0-0 5-6-14 21-0-0 3x4= 7-2-10 6-6-13 7-2-10 Page: 1 23-0-0 2.0-0 Loacing TCLL (roof) Snow (PI) TCDL BCLL BCDL 25.0 25.0 7.0 0.0' 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Ina Code 2-0-0 1.15 1.15 YES IBC2015/TP12014 CSI TC BC WB Matrix -MS 0.38 0.29 0.12 DEFL in Vert(LL) -0.04 Vert(CT) -0.09 Horz(CT) 0.00 ( 8-16 8-16 6 Well lid >999 240 >933 180 n/a rda PLATES GRIP MT20 220/195 Weight: 87 lb FT = 10% LUMBER TOP CHORD BOT CHORD WEBS BRACING TOP CHORD 2x4 DF No.2 2x4 DF No.2 2x4 DF No.2 2=408/21-0-0, 6=408/0-3-8, 8=602/21-0-0, 10=602121-0-0, 11=408/21-0-0 Max Horiz 2=-37 (LC 17), 11=-37 (LC 17) Max Up8ft 2=-30 (LC 12), 6=-31 (LC 13), 8=-7 (LC 17). 10=-14 (LC 16), 11=-30 (LC 12) Max Gray 2=412 (LC 23). 6=412 (LC 24), 8=683 (LC 24), 10=683 (LC 23), 11=412 (LC 23) FORCES (lb) - Maximum Comp. mt Tension TOP CHORD 1-2=0/49, 2-3=-203/93, 3-17=-15/28, 4-17=-12/178, 4-18=-12/178. 5-18=-15/25. 5-6=-203159, 6-7=0/49 BOT CHORD 2-10=-118/160. 9-10=-9/83, 8-9=-9/83, 6-8=0/160 WEBS 4-8=-248/55, 5-8=-4261143, 4-10=-248/57, 3-10=-426/143 Strucbsal wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (ibtsize) NOTES 1) Unbalanced roof live toads have been considered fa this design. 2) Wind: ASCE 7-10: Vult=110mph (3-second gust) Vasd=437mph; TCDL=3.5psf; BCDL-5.0psf: h=1515 Cat. If; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior (2) zone: cantilever left and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=25.0 psf (roof live toad: Lumber DOL=1.15 Plate DOL=1.15); Pf=25.0 psf (flat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category 11; Exp B: Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this 5) This truss has been designed for greater of nun roof live Toad of 12.0 psf or 1.00 tines Bat roof load of 25.0 psf on overhangs non -concurrent with other live loads. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrerrt with any other five bads. 7) ' This truss has been designed fora live bad of 20.opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 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 30 lb uplift at joint 2, 7 lb uplift at joint 8. 14 lb uplift at joint 10, 31 lb uplift at joint 6 and 30 lb fpift at joint 2. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard •�i June 11,2019 Design va81 for use wry with kaTeka connectors. Res design 6 based oaly upon pant, n,> ywrw� and is for an ndmd at dwdmg wtgate,t, not a truss system. Before use. ate borldng designer rust verify the appleoh'ly d desk parameters and properly it o porate this design into the areal building design. Bracing indcated.s to prevent budding of i,dvikral taus web areVor chord members only. Adt1orW temporary and permanent bracing a always required for stalely and to prevent cobapse with possale personal injury and property damage. For al ghidvncemgardn9 the fabrication, sfaage delivery. erection and tracing drosses and Ines systenn.see ANSVIPII raityQietfa. IxS8S9and BCSI Building Component Safety kdbrmation avadabte from Truss Piste Institute, 218 N. Lee Street, Ate 312. Alexandria, VA 22314. MiTek' 250 Ktg Cade Carona CA 92880 Job Truss Truss Type Qty Ply Anthony Bola - Addition K6235138 1906097 A04 Common 19 1 Job Reference (optionaiy Truss Components of WA, Tumwater. WA - 98512. 0 Scale 1:45.9 -2-0-0 I 5-6-14 2-0-0 5-6-14 7-2-10 Rwc 8.31 E May 22 2019 Prix: 8.310E May 22 2019 Mack Industries, Inc. Tue Jun 11 11:38:30 ID:gOPxltyalClUVdI(TtokG07z7N3s-G68HOMA1w kW8ydea87CCtzPX78zjzUi8JMENaz7Mn 10-6-0 4-11-2 4x4 = 4 13-9-6 15-5-2 4-11-2 21-0-0 5-6-14 21-0-0 7-2-10 6-6-13 7-2-10 Page: 1 23-0-0 2-0-0 Loading TCLL (roof) Snow (Pf) TCDL BCLL BCDL (P 25.0 25.0 7.0 0.0' 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Ina Code 2-0-0 1.15 1.15 YES IBC2015/TP12014 CS! TC BC wB Matrix -MS 0.37 0.43 0.11 DEFL in Veit(LL) -0.07 Vert(CT) -0.13 Horz(CT) 0.04 (loc) 8-10 8-16 6 Weft >999 >999 nla Ud 240 180 rnla PLATES GRIP MT20 220/195 Weight: 87Ib FT = 10% LUMBER TOP CHORD BOT CHORD WEBS BRACING TOP CHORD 2x4 DF No.2 2x4 DF No.2 2x4 DF No.2 Structural wood sheathing directly applied or 4-6-9 oc ptrlirns. BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1010/0.5-8.6=1010/0-5-8 Max Horiz 2=-37 (LC 17) Max Uplift 2=-19 (LC 16), 6=-19 (LC 17) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/49, 2-3=-1718/283, 3-17=-1516/249, 4-17-1504/262, 4-18=-1504/262, 5-18=-1516/249, 5-6=-1718/283, 6-7=0/49 BOT CHORD 2-10=-181/1539, 9-10=-75/1030. 8-9=75/1030, 6-8=-195/1539 WEBS 4-8=-59/579, 5-8-408/141, 4-10=-591579, 3-10=-408/141 NOTES 1) Unbalanced root five toads have been considered for this design. 2) Wind: ASCE 7-10: Vrdt=110mph (3-second gust) Vasd=87mph; TCDL=3.5pst; BCDL=5.0pst; h=15ft; Cat. 11; Exp B; Enclosed: MWFRS (envelope) and C-C Exterior (2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C to members and forces & MWFRS for reactions shown; Lumber DOl=1.60 plate grip DOL=1.60 3) TCLL: ASCE 7-10; Pr=25.0 pst (roof five bad: Lumber DO1=1.15 Plate DOL=1.15); Pf=25.0 psf (flat root snow: Lumber DOL=1.15 Plate DOL=1.15); Category II; Exp B; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof five load of 12.0 psi or 1.00 times flat roof toad of 25.0 pst on overhangs non -concurrent with other live bads. 6) This truss has been designed for a 10A psf bottom chord five load nonconcurrent with any Other five bads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in al areas where a rectangle 3-06-00 tad by 2-00-00 wide will fa between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 2 and 19 b uplift at joint 6. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard Design vale for use only w8h WTeke connectors. This design is based only upon parameters shoran and is for an individual budding compolwat not a inns system. Before use. the buibrg designer rant verify the apptrabiiy of design parameters and properly imamate this desgn ran the comma !siding design. Bracing indicated is to prevent boding of individual buss web ardor rived ohs only. Ad6iaat tempaayani penneert bracing is always required for stab55yand to prevent coCapse with possate personal injury and papery damage. For general 9Jdance regarding dr. tabricatiort storage. d . erection and bracing of trusses and truss systems, see ANSSITIN1 Quality Gdvfa, D58-09 and BCSl Beading Component Safety bYwnadon from Tnrss Plate Institute. 218 N Lee Street Suite 312. Atexadia, VA 22314. 1111 M(Tek• 250 Nun Circle Corona. CA 92888 Job Truss Truss Type Qty Pi)! Anthony Boer - Addition K6235139 1906097 AO5GE Common Supported Gable 1 1 Job Reference (optional) Truss Components at WA, Turmwaler. WA - 98512. �o Scale = 1:46.3 1-10-2 1 -2-0-0 I 1-1 12 2-0-0 aria 1-10-2 10-6-0 8-7-4 Run: 8.31 E May 22 2019 Print: 8.310E May 22 20191hTelt Industries. Inc. Tue Jun 11 11:38:30 ID:xle?xliPEIOSUPDRBust.fiz7N48-G681408.4AMEKWEtyde4B7CC1RRN3l nI8AAENaz7M0 4x4= 9 21-0-0 19-1-4 8-7-4 Page.1 19-1-14 '21-0-0 23-0-0 1-10-2 2-0-0 0-0-9 Plate Offsets (X, Y): (3:0-3-0,Edge), 15:0-3-0,Edgel, 125:63-0,0-1-4J Loading TCLL (root) Snow (PI) TCDL BCLL BCDL (Psi 25.0 25.0 7.0 0.0' 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Ina Code 2-0-0 1.15 1.15 YES IBC2015/TP12014 CSI TC BC WB Matrix -MS 0.24 0.07 0.03 DEFL Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 floc) Edell Lid - nda 999 n/a 999 33 nla rda PLATES GRIP MT20 220/195 Weight: 103Ib ET = 10% LUMBER TOP CHORD BOT CHORD OTHERS BRACING TOP CHORD 2x4 DE No.2 2x4 DF No.2 2x4 DF No.2 2=308/21-0-0, 16=308/21-0-0, 18=258/21-0-0, 19=45/21.0-0, 20=127/21-0-0, 21=109/21-0-0, 22=116/21-0-0, 23=97/21-0-0, 24=116/21-0-0, 26=109/21-0-0, 27=127/21-0-0, 28=45/21-0-0. 29=258/21-0-0, 30=308/21-0-0, 33=308121.0-0 Max Horiz 2=-36 (LC 17), 30=-36 (LC 17) Max Up(ft 2=-39 (LC 12). 16=-41 (LC 13), 18=-7 (LC 17), 19=-18 (LC 13), 20=-6 (LC 17). 21=-9 (LC 17), 22=-5 (LC 17), 24=-6 (LC 16), 26=-9 (LC 16), 27=-6 (LC 16), 28=-18 (LC 12), 29=-6 (LC 16). 30=-39 (LC 12), 33=-41 (LC 13) Max Gray 2=308 (LC 1), 16=308 (LC 1), 18=258 (LC 1), 19=49 (LC 22). 20=157 (LC 24), 21=145 (LC 24), 22=155 (LC 24), 23=97 (LC 1), 24=155 (LC 23). 26=145 (LC 23), 27=157 (LC 23), 28=49 (LC 22), 29=258 (LC 1), 30=308 (LC 1), 33=308 (LC 1) FORCES Ott) - Maximum CompressionIMaxin tai Tension Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) Ohl page 2 TOP CHORD 1-2=0/49, 2-3=-108/117, 3-0= 25/38. 4-5=-41/37, 5-36=-22/48, 6-36=-18/50, 6-7=-34/70, 7-8=-37/89.8-9=-44/105, 9-10=-44/105, 10-11=-37/89, 11-12=-34/69, 12-37=-19/51,13-37=-22/49, 13-14=-41/34, 14-15= 13130. 15-16=-44/3,16-17=0/49 BOT CHORD 2-29=-133/127, 28-29=-11/65, 27-28= 11/65, 26-27=-11/65, 25-26=-11/65, 24-25=-11/65, 23-24= 11/65, 22-23=-11/65, 21-22=-11/65, 20-21=-11/65. 19-20=-11/65,18-19-11/65, 16-18-11/65 WEBS 9-23=-70/0, 8-24=-128/35, 7-26= 120/40, 627=-124/41, 5-28=-44/35, 4-29=-185/72. 10-22=-128/35, 11-21=-120/41. 12-20=-124/41, 13-19=-44/35, 14-18= 185/71 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vutt=110nnph (3-second gust) Vasd=B7mph; TCDL=3.5psf; BCDL=5.0psf: h=15ft Cat. II; Exp B; Enclosed; MWFRS (envelope) and C-C Exterior (2) zone: cantilever left and right exposed ; end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind bads 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 quailed building designer as per ANSI/TPI 1. 4) TCLL: ASCE 7-10: Pr=25.0 psi (roof live bad: Lumber DOL=1.15 Plate DOL=1.15): Pf=25.0 psf (Bat roof snow: Lumber DOL=1.15 Plate DOL=1.15); Category 11: Exp B; Fully Exp.; Ct=1.10 5) Unbalanced snow loads have been considered for this design - 6) 7) 8) 9) 10) 11) 12) This truss has been designed for greater of min roof live bad of 12.0 psf or 1.00 times flat roof Toad of 25.0 psi on overhangs non -concurrent with other live bads. All plates are 1.5x4 MT20 unless otherwise indicated. Gable requires continuous bottom chard bearing. Gable studs spaced at 1-4-0 oc. This truss has been designed for a 10.0 psi bottom chord Frye load nanconctxren with any other live loads. ' This truss has been designed for a live bad of 20.Opsf an the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. Provide mechanical connection (by other,) c truss to bearing plate capable of withstanding 39 b uplift at jolt 2, 6 lb uplift at joint 24, 9 lb uplift at joint 26, 6 lb uplift at joint 27, 18 lb uplift at joint 28. 6 lb uplift at joint 29, 5 b uplift at joint 22, 9 b uplift at joint 21, 6 b uplift at joint 20, 18 lb uplift at join 19, 7 lb uplft at joint 18, 41 1b uplift at joint 16, 39 Ib upift at jolt 2 and 41 8h until at joint 16. Design vaid for use only WM WTeke connectors. Thas design is based only upon parameters shown and is for an ixxvdoal bulking mmponenI, not a tans system- tteve use, die butrfing designer roust verily the applicability d design parameters and properly incorporate this design ism are enrol adding dean. Bracing :+dcated is 01 prevv% bucking or idindial truss web adkv chord nesters only. Additional temporary and permanent tracing is Avon required for stabdxy and to prevent collapse with possible personal injuy and property ggae For ggae al guidance regarding the ralricadan: storage.erection and bracing of trusses and truss systems see ANSYIPU QrrsBfy Criteria OSB-89and WSJ Building Component Safely Nom,seon avadable from Truss Plate Instate. 218 N. Len Street. Side 31Z MexaMia. VA 22314. ct June 11,2019 MiTek 250 Krug Cide Coma, CA 92880 Job Truss Truss Type Qty Ply Anthony Bola - Addition K6235139 1906097 A05GE Common Supported Gable 1 1 Job Reference (optional) Truss Components of WA, Tumwater. WA - 98512. 13) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSUrPI 1. LOAD CASE(S) Standard Rurr. 8.31 E May 22 2019 Print: 8.310E May 22 2019 MiTek Industries, Inc. Tun Jun 11 11:38,30 tO:xLe?tiPEiOS11POR&rstfiz7N<&G68HONIArwItWilwIe4117CC12RR?Gbj_nIBJMENaz1I91 Page:2 ©sign valid to use any with /ATekc coarctors. This design is based any upon parameters shown. and is far an indinaiai bn*dng component. not . . a Puss system. Before use, the bude6g designer must ver8y the r--ty of design parameters and property ncorpwate iris design lino the overa8 butidalg design. ,. Bracing indicated is to prevent buckling or individual Pass web analar chord members arty. Aeeioral temporary and permanent Ong 5 arways required to subttty and to Pews codeine with possIble personal injury and pro y= regarding general gin Lonce re9oq the tabricaliarc storage. deivary, erection and brorig al Pusses and truss systems, see Quaky Carrie, 058 9a85Bl3/ Bolding Composer* &Arty Information available from Tiros Plate krskate, 218 N. Lee Sweet, Suite 312, Aleamadia, VA 22314. MTek 250 Krug Crcte Corona. CA 928230 C)(pn Z = O. N CD N L 5a `, �� 05C3 03OvZ3 o to C C 0 0-0 0. (0 mo—t"3a a2,G)nv'z v 32 (o a 5 003o ea 30o 3 Pi -Fs * W n e w to cr �.-0 0.( 513Q -ito 070�N C o O n OS(DS@0i nO nCO ob d. 3.U3C?Oo M o o N. 2p -3 3'94 0 m 3 • <n 3 m-C) O S 3 O o CO �) 3 it n o O C`" 0' o 73 3K tn0tn< to m ^ o Sn t....M 0 0 0c3�c0 t0 O o 3 � m 73 z 0 NOIIV3O1 DNIOV2IR 1V2131V1 3ZIS 31V1d o 0 ' 1 O.E o (0 tD 03' ox C oo to to o_ (D ` 33a 0 0 �3 row m S IOZ/EO/O penieseti s14618 Ild ZIOZ o (^ 3 N A� n '� CD to r- COO mOZ co to N Z � c_ CCD o W N p m O m Zy Q 01 Q w j n ND th �-1A m o i r.2 Sm 6 u. u'(D m R) p (! m 0 m, ,.< 3c0o o to O 1 m (D3 CD n) O m� Az �moGi o(a mw �" UU) yz 3 !v co D w w D v > ,' row on- (mom m -< li o� VI �A m is C GO ! 3 3 v m r - n. - O6 ' -n Dm w 0 N N o 1 -( a ' 0. m N is D7 mr- No 0 3 co z O co 3 0 �� 0 3 * o �m CT 3 v z DO �' co <z0 C o mA -w.i X (on "0 CD ONCV Pt 17. Install and load vertically unless indlcatod otherwise. TOP CHORD TOP CHORD O of a tv •Woa op 2,0 a o O O 3 O m-O = 0 2 Og O^ W IP 3 0 S N n l� _. n t0 O of 3 =off as N a O O^ 6' D N =m 3W a^ Q C 0 W RN = O Q? m V' Ti-N m 3 6 m m p W Ft, m ag a c m R. N _ n V W(30 1 m = (0 m m a ^ 0 a 3p O W i3F 5. G R. N to m a R 3a n 3 m 0 m p.!Q a J 0) Cut members to bear tightly against each other, PLATE LOCATION AND ORIENTATION L f 0 N 0 (D O 0 m - O al 0 o to O 5 Q c0 0 0 O 0 0 E> � I CD CD /\V 8 0 0 g g 4 AO5GE 21-00-00 4 ! A03 A02 A01 SGE 0 0 a 0 0 0 4 21-00-00 Layout approved by: Date: j one 1I � 2.19 OTriangle on layout and red paint on truss indicate left end of stamped truss drawing. TRUSS,isfillIllftm, Bid/Job Num. Customer Job Name Site Address City Roof Area COMPONENTS 6MGINGGREO TRUSS SVST6MS W� sx3ip,Meta ne.T n.Q,Wk whz let maw V..99I SSICS uarinsTarawaNS 1906097 Walk In Anthony Boler - Addition 16208 47th ave s. Tukwila 1300 Square Feet Spacing: Loading: Pitch: Eaves: T-Chord: 2 Feet OC 25/7/0/10 110B 5/12 24" 2x4 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 City of Tukwila BUILDING DIVISION STRUCTURAL CALCULATIONS Boler Addition 3-27-2019 Tukwila, WA August 29th, 2018 Prepared by: Jordan Jones, PE CORREgsTION LTR# N 1 B4) I qb RECEIVED MAY 31 2019 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA MAY 292019 PERMIT CENTER Design Criteria Project Address: 16208 47th Ave S, Tukwila, WA 98188 Codes: Structural: IBC 2015 Loading: ASCE 7-10 Wood: NDS 2015 Concrete: ACI 318-14 Occupancy: Risk Category II Seismic Load Summary: Analysis Procedure: Equivalent Lateral Force Lateral System: Wood Structural Panels R=6.5 Cd = 4 le = 1.0 Wind Load Summary: V = 100 mph Kzt = 1.0 Dead Loads: Roof Floor Roofing 2.5 psf Finish 1 psf '/2" Sheathing 1.8 psf 3/" plywood 2.4 psf Trusses @ 24" oc 2.5 psf Joists 2.8 psf Misc/Mech 1.5 psf Mech/Misc 1.5 psf Ceiling Finish 2.8 psf SUM = 7.7 psf —* use 10psf SUM = 11.1 psf —► use 15 psf Live Loads: Snow: 25 psf Soils: Allowable Soil Bearing = 1500 psf (assumed) SJISAll( DES/69 SPS r O. q 71 C J' 50S /t,1t) = 0.151 Lag o PER FLGo/Z LfvS1- 4'F►G+*r ttfc/GKr ti4)-k F oRCfc 12001c 71g85'�'r lB 323 770 797'0 2Zc3/ 2 "A"'FLA, , 53 yo9' 8410‘a ZI ,/o Go 7 st 4 2?3Z 5 w 407776 V = \NJ•Cs = q/z at. (z -F) as s 8 * (Aso) 2tJ/NO,A £ S 16AJ Exp. 8, V =HD p KJ=o.ES 6.0.8s , kzt =/.o, gooCA,.J f - zz° 414351€2-5 Pig., /4/D jtfffv'[f (,4 Sp) To moo' 11f►6"r= Ii.`f esf goer ' 2.Sts� Lo'JG, D►R, 14'I' PA -Eft ()if (4s1) To zS'I{£IG►FT= p 1)1F OAst Syf4 Z = go Yt1.Y t/ 82 f z,s"y 2) = saoa'* 8A5sE SlR2 = z I ' (1 v fyie,'t 6 my/o-* ;WA/D COA TRoLS 1?o711- D/R £er1044S /1 L aAO t.fi167'i SNIAR WAIL d.T, N.P. 6 . z1' 735* • 05.5 :p.• 20 5w► NO 6T SStr Led =g5 Lam;1733 * Lf/JGrl► 3y. S' S$f40- Soli. WALL Sw ► or A!o or yo 2 ►' ►7330k 25.S • 6 E''`'• 54• I M0 aT ATfRA I, PE5/ 64 TRAAtsvgas£ o i 4 . 11:0....,:frf,/"- Logy 1 iAt6TO SWfM IAdALI. O.?: 14P. LoI4 O Lf M6TH Sf;fMZ wA« 6 r. ya . 4 o 1,220» )220 * 10.83 /3.4 112 .1' 9 I +ti, Ski I Su l (ooa#' ell. csi6 cs/6 Ss9oW 11 ' Oh 563 Sw y IV 5535 w=1o8 0C1. 96' HP. Hvd S w/yxy4asr A.R. SA VD / 2 y 12zo Vjripr D s1GiJ "felt "CO 6err. w-yys#/. s' M = z9$3 R Z363�` HEitOfr'•� CHgck fp„N posr5 (,)=Sz5/ L. M' 2 362 q_t a : 15'75)"' 7�b : 1277 fs r jam' t17 ,f' d ? o, of "'Y6cce 'ix 8Die • 11. qZ y PO I = 54 n, C'NEck pon/. �' = 3 /50 # jr_ , •• 2 •1 = "788 Pfr /soo �s� •. ak A ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188-2721 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 i of Tukwila DIVISION RICAN G OT C NI - - RE: PROJECT: DRAINAGE RESIDENTIAL ADDITION 16208 47TH AVE S TUKWILA, WASHINGTON P/N 5379800481 MARCH 20,2019 RECEIVED SAY j 1 2019 TUKWILA PUBLIC WORKS As per your request, All American Geotechnical, Inc. (AAG) is sending you this addendum to the water Infiltration Investigation for your property dated September 11, 2018, and the subsequent Infiltration Investigation and Soil Bearing letter dated March 4, 2019. Both reports are valid and require no alteration in content. You have requested a clarification concerning the drainage systems for the property. While we do not design systems, we can offer our recommendations for acceptable drainages on client properties. The footing drain design as seen on the City of Tukwila Typical Layout for Foundation is acceptable for your residence provided there is at .least one cleanout in the system above the trench, and that the gradient of the 4" line from the footing drain is no less than 1 inch per 10 feet. The roof drain may be through gutters and downspouts according to city code and the approved design of your contractor. We recommend the drains daylight onto splashblocks no closer than 5 feet from the edge of the footing. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions concerning the above items, the procedures used, or if we can be of any further assistance please call us at the phone number listed below. Respectfully Submitted, ALL AMERICAN GEOTECHNICAL, INC. Curtis D. Cushman, L.G., L.E.G. Senior Engineering Geologist RECEIVED CITY OF TUKWILA MAY 292019 PERMIT CENTER btep%oive .AAG 19-016 8947 Buttonwood Lane NE, Olympia, WA 98516 Phone #: (360) 491-5155 Cell #: (360) 481-6677 (YIP RFCTInm ALL AMERICAN GEOTECHNICAL ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188-2721 RE: INFILTRATION INVESTIGATION AND SOIL BEARING PROJECT: RESIDENTIAL ADDITION 16208 47TH AVE S TUKWILA, WASHINGTON P/N 5379800481 MARCH 4, 2019 Dear Mr. Baler: As per your request, All American Geatechnical, Inc. (AAG) revisited the site of the residential expansion on your property and investigated the bearing strength of the geologic units and soil at a point coincident with the corner of your proposed foundation. (See Soil Verification Pit on Figure 2 dated 2/22/2019, attached.) This was done to answer the request in the letter of October 1, 2018 from the City of Tukwila Department of Community Development to give load values for the footing. At the time of the site revisit, 2/21/2019, a Soil Verification Pit was hand dug to 36." Digging was difficult due to the compact nature of the sandy soil and rock content. The bottom of the hole was probed with a 3/8" T-probe and the material was found to be firm and unyielding even under heavy loading. The probe was placed in three different locations in the hole all with the same result. None of these three tests were on cobbles or large pebbles. The tests were thusly on the sandy matrix and reflect the compact nature of the material. Overall, the material is likely an SP a Poorly sorted gravelly sand with silt. There was no clay found. This material will easily support a load of 1500 lbs/ft2' An infiltration worksheet is also enclosed for this hole that reiterates the earlier findings for this project in the report of AAG dated September 11, 2018. This has been done to show the necessary numbers for an alternative infiltration trench shown of Figure 2. The original report results remain valid. While AAG can make recommendations for infiltration and drainage, we do not design drainage systems. That is the purview of the Engineer of Record and/or the home designer. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions concerning the above items, the procedures used, or if we can be of any further assistance please call us at the phone number listed below. Respectfully Submitted, ALL AMERICAN GEOTECHNICAL, INC. 'w�y Curtis D. Cushman, L.G., L.E.G. Curtis Dean Custwneni Senior Engineering Geologist AAG19-016 8947 Buttonwood Lane NE, Olympia, WA 98516 Phone #: (360) 491-5155 Cell #: (360) 481-6677 INFILTRATION DISPERSION TRENCH DESIGN WORKSHEET DESCRIPTION OF PROJECT: An addition is proposed which has a flat -space roof area of 840 square feet. Based upon infiltration rates, the design rate for 12-inches/hour is used in a trench 3-feet deep. Based on this worksheet, a trench measuring 3-feet deep by 2-feet wide by 19.5-feet long will be used for infiltrating the roof storm water. DESIGN: Step 1. Determine the roof area and check the soil group/infiltration rate the design is based on. Check the soil group that applies to your site. Building Area: 720 Roof Area: 840 Saturated Percolation Rate: 60 inches/hour 12 inches/hour 4 inches/hour 2 inches/hour 1 inches/hour sq. ft. sq. ft. Roof Overhang: Varies (5,000 square foot maximum) Step 2. Select a trench depth between 2 and 5 feet. Roof trench depth = 3 ft. Step 3. Select the correct trench bottom multiplier using the Sizing Table. Roof multiplier = .046 Feet Step 4. Select a trench width, the wider the trench (4 ft. max), the shorter the trench length. Roof trench width = 2 ft. (2' min. - 4' max.) Pierce County Planning and Public Works, 2401 South 35th Street, Tacoma, Washington 98409 www,oiercecountvwa,org/pals Page 2 Revised 10-17-17 Step 5. Calculate the required trench length. (Maximum trench length must not exceed 100 feet from an inlet sump) Trench length of the roof = roof area (Step 1) times the trench bottom multiplier (Step 3) divided by the trench width (Step 4). 840 sq. ft. x 0.046 (multiplier) / 2 Step 6. Summarize the trench dimensions: Roof: 3 ft. = 19.32 ft. ft. deep x 2 ft. wide x 19.5 ft. long The above design meets the minimum requirements for stormwater control in accordance with Ordinance 2015-48s, 2015 Pierce County Stormwater Management and Site Development Manual. lvyi 0 C vs k, 0-✓ - C - 2c tf Designer Name (print name) Date ature Registration No. (if applicable) Sign, date, and stamp Curtis Dean Cushman Pierce County Planning and Public Works, 2401 South 35th Street, Tacoma, Washington 98409 www.oiercecountywa.orq/Dais Paae 3 Revised 1(1-17-17 SIZING TABLE Saturated Infiltration Rate Depth Trench Bottom Multiplier 60 inches/hour 2' 0.024 2.5' 0.022 3' 0.019 3.5' 0.018 4' 0.017 4.5' 0.016 5' 0.015 12 inches/hour 2' 0.058 2.5' 0.052 3' 0.046 3.5' 0.044 4' 0.040 4.5' 0.038 5' 0.036 4 inches/hour 2' 0.101 2.5' 0.090 3' 0.080 3.5' 0.076 4' 0.072 4.5' 0.066 5' 0.063 2 inches/hour 2' 0.144 2.5' 0.130 3' 0.114 3.5' 0.108 4' 0.102 4.5' 0.094 5' 0.090 1 inch/hour 2' 0.206 2.5' 0.184 3' 0.163 3.5' 0.153 4' 0.146 4.5' 0.135 5' 0.129 n n Pierce County Planning and Public Works, 2401 South 35th Street, Tacoma, Washington 98409 www.pjercecountywa.oro/pals Page 4 Revised 10-17-17 FIGURE 1 SEDIMENT CONTROL STRUCTURE DETAIL NOT TO SCALE NOTES: 1. SET THE TOP OF THE TEE RISER AT OR ABOVE THE TOP ELEVATION OF THE TRENCH DRAIN ROCK. 2. SET 7HE BOTTOM OF THE INLET PIPE AT THE SAME ELEVATION AS THE OUTLET PIPE. 2' SOLID LOCKING LID— S" MIN. PIPE SUPPCRTS7t BAND TO SIDEW (IN 2 PLACES) FINE MESH SCREEN BAND TO PIPE MESH SCREEN 1" X 1", BAND SCREEN TO PIPE Pierce County Planning and Public Works, 2401 South 35th Street, Tacoma, Washington 98409 www.oiercecountvwa.ora/pals Page 5 Revised 10-17-17 - 4"-6" PERFORATED RIGID PIPE -\ f r FIGURE 2 ROOF SYSTEM NOT TO SCALE 10' MIN. 2' • 5' MIN. HOUSE l"- 1 -% t DOWN SPOUT INFILTRATION TRENCH - SEDIMENT CONTROL STRUCTURE FIGURE 3 PROPERTY LINE 10' MIN. /i CAP PROFILE NOT TO SCALE SEE PAGE 6 FOR LENGTH ` 4"-6" PIPE SLOPE 1% MIN. 10' MIN. LLEVEL 5' MIN. L—SEDIMENT CONTROL STRUCTURE Pierce County Planning and Public Works, 2401 South 35th Street, Tacoma, Washington 98409 www.Diercecountywa.orq/pals Page 6 Revised 10-17-17 FIGURE 4 TRENCH SECTION NOT TO SCALE CRASS/LANDSCAPING-\ *to Z 2 4"-6 PERFORATED PIPE CENTER IN TRENCH t° SLOPE AT 0% I � TOP SOIL/BACK FILL 1 1 /2" — 3" 0 r� 3' WASHED ROCK 33 SEE PAGE 6 FOR WIDTH(S) WRAP TRENCH ENTIRELY WITH FILTER FABRIC 441 w ' — GROUND WATER OR IMPERMEABLE LAYER Pierce County Planning and Public Works, 2401 South 35th Street, Tacoma, Washington 98409 www.niercecountvwa.org/pals Page 7 Revised 10-17-17 SFR INFILTRATION SYSTEM SOIL LOG EVALUATION REPORT SOIL LOG NUMBER: TP-1 Sheet (Number shall match site plan) 1 of 1 1, SITE ADDRESS: 16208 47st Ave S, Tukwila, Wa 98188-2721 2. PARCEL NUMBER: 062006-9038 3. SITE DESCRIPTION: The site is located on an easterly sloping hillside in an existing residential neighborhood. 4. LIST METHODS USED TO EXPOSE, SAMPLE AND TEST SOILS: Hand auger test holes. The soils field classified. The soils were saturated by establishing a constant head in the borings. Three falling head tests were preformed on each of the borings following the saturation. 5. NUMBER OF TEST HOLES LOGGED: 1 6. SATURATED INFILTRATION RATE: 15 inches/hour Inches / Hour 7. HAS FILLMMATERIAL BEEN PLACED R ED IaILYES TRATION OVER TRENCH 8. DEPTH TO SEASONAL HIGH WATER: > 36-inches AREA?THE LJSNO 9. CURRENT WATER DEPTH: >36-inches 10. DEPTH TO IMPERVIOUS LAYER: >36-inches 11. PROFILE DESCRIPTION: HORIZON (See Note 1) DEPTH TEXTURAL MOTTLING CLASS INDURATION Sod Core TUI (1) 0-2 2-14 14-28 28-36 36 Loamy gravely sand NP Silty sand with gravel NP Silty gravelly sand NP Gravelly silty sand ' NP Gravelly silty sand (hard) I NP NP NP NP NP Suspect Note 1: Identify limits of any outwash type soils (i.e. those meeting ranging from coarse sand and cobbles to medium sand. I hereby state that I prepared this report, and conducted or supervised related work. I state that I am qualified to do this work. I represent accurate within the bounds of uncertainty inherent to the practice suitable for its intende se. SIGNED: - USDA the my of soil science, li soil texture classes performance of work to be complete and a.-r...__• •e it .. f .,,.,al =- \ ,. 2439 DATE: '' 4� LICENSED STAMP: (Sign & Date) d , Pierce County Planning and Public Works, 2401 South 35th Street, Tacoma, Washington 98409 www.piercecountvwa.org/pals Page 8 Revised 10-17-17 ALL AMERICAN GEOTECHNICAL ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188-2721 RE: INFILTRATION INVESTIGATION PROJECT: RESIDENTIAL ADDITION 16208 47TH AVE S TUKWILA, WASHINGTON P/N 5379800481 SEPTEMBER 11, 2018 Dear Mr. Boler As per your request, we have conducted an infiltration investigation. The results of this investigation, together with our recommendations, are to be found in the following report. All American Geotechnical, Inc. (AAG) was hired in August of 2018 by Anthony Boler to conduct infiltration testing on his property on 16208 47th Ave S in, Tukwila, Washington. The results of the exploration and analysis are details in the text. We appreciate this opportunity to be of service to you and we look forward to working with you in the future. If you have any questions concerning the above items, the procedures used, or if we can be of any further assistance please call us at the phone number listed below. Respectfully Submitted, ALL AMERICAN GEOTECHNICAL, INC. Curtis D. Cushman, L.G., L.E.G. Senior Engineering Geologist AAG 18-069 8947 Buttonwood Lane NE. Olympia, WA 98516 Page 1 of 4 Phone #: (360) 491-5155 Cell #: (360) 481-6677 ALL AMERICAN GEOTECRNICAL Property Owners: Anthony Boler Parcel Number: 5379800481 Address: 1608 47th Ave S, Tukwila, Washington Soil Logs: PT-1 PT-2 PT-3 0- 2" Sod core, light brown (7.5YR6/3) loamy gravelly sand. Fine roots sparse. 2"-14" Brown (7.5YR4/3) silty sand with gravel. No roots, Round gravels sand fine. 14" - 28" Brown (7.5YR5/2) silty sand with gravels. 28" - 36" Brown (7.5YR5/2) silty sand with gravels. Very hard material, likely till. Groundwater was not encountered. 0- 2" Sod core, light brown (7.5YR6/3) loamy gravelly sand. Fine roots sparse. 2"-10" Brown (7.5YR4/3) silty sand with gravel. No roots, Round gravels sand fine. 10" - 26" Brown (7.5YR5/2) silty sand with gravels. 26" - 36" Brown (7.5YR5/2) silty sand with gravels, dry. Very hard material, likely till. Groundwater was not encountered. 0- 8" Brown (7.5YR5/2) silty sand with gravels. 8" - 36" Brown (7.5YR5/2) silty fine-grained sand with gravels, dry. Very hard material, likely till. Groundwater was not encountered. AAG 18-069 8947 Buttonwood Lane NE, Olympia, WA 98516 Page 2 of 4 Phone #: (360) 491-5155 Cell #: (360) 481-6677 ALL AMERICAN GEOTECHHNICAL Method: After clearing the boring, a 24-inch by 6-inch diameter pipe was inserted to protect the upper walls of each boring. The pipe was left to stick up 6-inches above the ground. The hole was then cleaned of debris, and about two -inches of gravel was placed in the base. A hose was set up with a valve regulator to control the flow and was adjusted to achieve a near steady state or constant head. Hose spray was eliminated by placing the regulator so there is 100 feet of hose it and the hose end. This provides a drip into the hole. The valves were adjusted over a two- hour period to maintain a fixed level in the pipe. The site was then left with the water running. Findings: Upon return to the site on September 3, 2018.our initial observation was that a near steady state had been maintained in PT-2 and PT-3; PT-1 which had the observed initial flow during the step up had fallen about 6". The holes were again cleared and the gravel in the bottom replaced with washed gravel. Water levels were established at 8-inches above the gravel, then water source was stopped; the time and water level were recorded. PT-1 Over three trials over the 5-inch range from 8-inches to 3-inches, the third trial time was 16 minutes 20 seconds (3.4 minutes/inch). PT-2 Over three trials over the 5-inch range from 8-inches to 3-inches, the third trial time was 22 minutes 30 seconds (4.5 minutes/inch). PT-3 Over two trials over the 4-inch range from 8-inches to 4-inches, the second trial time was 41 minutes 30 seconds (10.375 minutes/inch). Conclusions and Recommendations: The material encountered in the base of each of the holes is very hard material and from all indications is the inhibiting layer for infiltration. Infiltration trenches should run across the slope. AAG 18-069 8947 Buttonwood Lane NE, Olympia, WA 98516 Page 3 of 4 Phone #: (360) 491-5155 Cell #: (360) 481-6677 Qvt— Pleistocene continential glacial drift 03 "CS b ''nr w - C G, 'CJ O li o�bv i.� P wA te wx 64 o 'b Oto A uatn) p3 odotd ,OL 400' '06f O M O N 0 0 �395' 537 9800 48 z 8 16208 47th Ave S. Site Address: City of Tukwila Department of Community Development 9/1/2021 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Permit No. D18-0196 BOLAR RESIDENCE 16208 47TH AVE S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/26/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/26/2021, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Shana Markstrom Permit Technician File No: D18-0196 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development 3/5/2020 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Permit No. D18-0196 BOLAR RESIDENCE 16208 47TH AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/29/2020. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/29/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0196 / \ City of Tukwila Department of Community Development June 07, 2019 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Correction Letter # 4 DEVELOPMENT Permit Application Number D18-0196 BOLAR RESIDENCE - 16208 47TH AVE S Dear ANTHONY BOLER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. It is now required that all new construction to include a truss package from the truss manufacturer. Please provide the truss from the truss manufacturer. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, 1:4 Bill Rambo Permit Technician File No. D18-0196 Date: 05-28-2019 OWNER: Anthony Boler, 16208 47th Ave S, Tukwila, WA 98188 RE: RESPONSE LETTER TO: Correction letter #3 Permit Application # D18-0196 BOLER RESIDENCE —16208 47th Ave S, Tukwila, WA 98188. TO: City of Tukwila, Department of Community Development. BUILDING DEPARTMENT: See Architectual's, Structural Engineer plans, calculations, and dated stamps. PW DEPARTMENT: 1) See attached PW Bulletin A-2 2) Addition will not be an ADU. RECEIVED CITY OF YUKWiLA MAY 29 2019 CORRECTION A1r.r•eseam ws.� i City of Tukwila Department of Community Development May 22, 2019 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Correction Letter # 3 DEVELOPMENT Permit Application Number D 18-0196 BOLAR RESIDENCE - 16208 47TH AVE S Dear ANTHONY BOLER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) Please see general notes above. "New revised" plan sheets shall be the same size sheets as those previously submitted." Reduced plan sheets are not to scale and shall not be accepted as all plans shall be to scale, no exceptions. Provide full size revised sheets to scale with engineers signed, dated stamp as indicated above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) In order to establish Public Works permit fee the applicant shall enter cost of site work on the 1st page of the attached PW Bulletin A-2 2) Since the existing house will now become an ADU applicant shall: a) Fill out the attached Traffic Traffic Concurrency Certificate Application and pay $300.00 application fee to Public Works b) Fill out the attached King County Sewer Use Certification form 3) Project is subject to Traffic Impact fee in the amount of $1,061.20 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 • i / In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0196 Date: 05-12-2019 OWNER: Anthony Boler, 16208 47th Ave S, Tukwila, WA 98188 RE: RESPONSE LETTER TO: Correction letter #2. Permit Application # D18-0196 BOLER RESIDENCE —16208 47th Ave S, Tukwila, WA 98188. TO: City of Tukwila, Department of Community Development. BUILDING DEPARTMENT: See revised plans. See Geotechnical soils report, also listed in Contents on page 1 of plans. See Structural Engineer plans, calculations, and stamp, also listed in Contents on page 1 of plans. BUILDING REVIEW NOTES: (Responses) 1) See Geotechnical report and addendum. Note recommended roof drains to daylight onto splash blocks at least 5 feet from the edge of the footing and City of Tukwila typical layout foundation plan. Designed foundation Drainage system shown on plans. See Page 1, Page 1.1 for details. 5) Prescriptive Worksheet information: see attached perspective worksheets (window, skylight and door schedule, perspective energy code compliance for all climate zones, and simple heating size: WA state.) Glazing schedule on Page 1.1. Egress windows noted on floor plan Page 2. 8) The upstairs windows are inside of the 1 hour fire wall location. This is a single-family residence and will not be classified as an ADU. No firewall needed. 15) See Page 1, and Page 1.1 for footing and roof drainage systems. See attached geotechnical addendum for clarification of drainage systems. 16) See Page 1, and Page 1.1 for footing and roof drainage systems. See attached geotechnical addendum for clarification of drainage systems. PLANNING DEPARTMENT: 1) New page added for existing house floor plan, see Page 2.1. Elevations, and 2.2. of existing house. Design of the new addition is consistent with existing home: Same roof pitch; similar in design and exterior finishes will all match. PW DEPARTMENT: 1) Addition will not be an ADU. CORREQION 1T'CIJi fE.CF.}\'E^l CITY OF U v.WILA MAY 13 2019 City of Tukwila Department of Community Development 5/2/2019 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Permit Application No. D18-0196 BOLAR RESIDENCE 16208 47TH AVE S Dear ANTHONY BOLER, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/26/2018, 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 COMMENTS OUT and is due to expire on 6/26/2019. 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, Kandace Nichols Permit Technician File No: D18-0196 City of Tukwila Allan Ekberg, Mayo Department of Community Development - Jack Pace, Director November 30, 2018 Anthony Boler 16208 47th Ave S Tukwila, WA 98188 RE: Request for Permit Application Extension #1 Permit Number D18-0196 Dear Mr. Boler, This letter is in response to your written request for an extension to Application Number D 18-0196. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through June 26, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, �orA Rachelle Ripley PC) Permit Technician File: Permit No. D18-0196 November 26, 2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 (206) 431.3670 RE: Permit Extension Request: No. D18-0196 BOLER RESIDENCE 47th AVE S TUKWILA, WA 98188 To Whom It May Concern (Building Official): I am requesting an extension on the BOLER RESIDENCE listed above. The Permit Application mailed 11/1/2018, states I may request an extension in writing if the plan view is not complete, but still wish to pursue the project. I would like to request an extension, so I am complete the following: 1. Geotechnical soils analysis (cont.) 5. Complete Prescriptive Worksheet per the Washington State Energy Code 2015. (cont.) 8. Provide alternative to resolve the 2nd floor window opening (IBC 706.6.1 #2, 706.6.2 and 706.8 Exception 1.) 15. Provide a plan detail that shows a footing drain or a crawl space water -discharge system (cont). (IRC R401.3, R405.1, R408.6) 16. Provide a foot drain detail (R405.1 & IBC 1805.1.2) Please accept this as my request to extend the maximum amount of days allowed by the City of Tukwila. Respectfully, Anthony Boler Request for Extensio: # Current Expiration Date: II" Extension Request: rApproved for Denied (provide explanation) days RECEIVED CITY OF TUKWILA NOV 2 2 2018 PERMIT CENTER r N. City of Tukwila Department of Community Development 11/1/2018 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Permit Application No. D18-0196 BOLAR RESIDENCE 16208 47TH AVE S Dear ANTHONY BOLER, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/26/2018, 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 COMMENTS OUT and is due to expire on 12/26/2018. 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, 1::1:tide (-3‘) Bill Rambo Permit Technician File No: D18-0196 City of Tukwila Department of Community Development October 31, 2018 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D18-0196 BOLAR RESIDENCE - 16208 47TH AVE S Dear ANTHONY BOLER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) Some of the previous memo items have not been provide as requested. *1. The previous memo requested a Geotechnical report. The report provided is not sufficient for what is required. The geotechnical engineer shall specify soils bearing values, type of soils, and a designed foundation drainage system (footing drains) which shall be required where there is a crawl space. * 5. Provide the completed work sheet as requested. * 8. Response indicated the upstairs windows are out of the 1-hour fire wall. The windows still remain as before. Revise plan as requested to where no openings are within the location of the 1-hour fire -wall. Also, the upper roof overhang shall also be on -hour protected within 4 feet each side of the firewall. Show on the plan upper roof fire protected. (IBC 706.6 Vertical continuity and the exceptions.) "IBC 706.1.1 Party walls. Any wall located on a lot line between adjacent buildings, which is used or adapted for joint service between the two buildings, shall be constructed as a fire wall in accordance with Section 706. Party walls shall be constructed without openings and shall create separate buildings. IBC 706.8 Openings. Exceptions: 1. Openings are not permitted in party walls constructed in accordance with Section 706.1.1." * 15 & 16. Footing drains shall be required. Show a designed foundation (footing drain) drainage system as per recommendations by the geotechnical engineer's report. NOTE: All engineer's plan sheets and top copy of calculations and documents shall include with the stamp and signature, the "DATE" of the signature. See General Note above. Previous memo items referenced below: 1. Please provide a Geotechnical soils analysis report of this site by a registered geotechnical engineer. Evaluation shall include load -bearing values of site soils for footings and shall include methods for footing preparation due to the typical soft soils observed in this area or location. Report shall provide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 5. Please complete a "Prescriptive Worksheet — All Climate Zones", Glazing Schedule, Heating System Sizing Worksheet per the Washington State Energy Code 2015. Forms are available on the WSEC website http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx . Also specify egress windows on the floor plan. Include a door and window schedule on the plans. 8. The second floor has window openings within the party -wall fire partition which is not allowed. Provide alternative to resolve this issue. (IBC 706.6.1 #2, 706.6.2, and 706.8 Exception 1.) 15. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. The detail shall specify dimensions for a discharge trench or where the discharge pipe shall terminate to an approved discharge storm drain. Roof drains and footing drains shall tight line separately to a discharge system or facility. Clarify existing footing drainage system from the existing residence (ADU) for connecting to the new system. The intent is that groundwater will not accumulate in the crawl space. (IRC R401.3, R405.1, R408.6) 16. Provide a footing drain detail, to show gravel shall extend at least 1-foot min. beyond the outside edge of the footing and 6 inches min. above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least one sieve size larger than perforation and covered with not less than 6 inches of the same materials. (R405.1 & IBC 1805.1.2) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Minnie Dhatiwal at 206-431-3685 if you have questions regarding these comments. • Revise front elevation on sheet 7 of 8 to show the details of the existing house. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Applicant shall contact Valley View Sewer District at 206 242-3236 to obtain a sanitary sewer permit for the proposed ADU. Submit copy of Valley View approval to Public Works, please contact Laurie Werle at 206 433- 7184. Applicant shall enter site construction cost on page 1 of the attached PW Bulletin A2. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that three (3) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a' Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0196 City of Tukwila Department of Community Development July 20, 2018 ANTHONY BOLER 16208 47TH AVE S TUKWILA, WA 98188 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0196 BOLAR RESIDENCE - 16208 47TH AVE S Dear ANTHONY BOLER, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Please provide a Geotechnical soils analysis report of this site by a registered geotechnical engineer. Evaluation shall include load -bearing values of site soils for footings and shall include methods for footing preparation due to the typical soft soils observed in this area or location. Report shall provide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering/architectural calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. An engineer or design professional shall be required to provide gravity and lateral design analysis of the new building. Plans by the design professional shall include details and methods for fastening and wall panel bracing or shear wall specifications. Plans shall specify grade of lumber beams and headers to include specifications for hardware and fasteners in addition to what is shown. Analysis shall verify loading and spacing for engineered type joist specified. Also, the plans provided specified 3000 psi concrete. Be advised, concrete above 2500 psi shall require special inspections. Revise concrete specs as necessary. 3. Code notes shall reference compliance with 2015 IRC, IBC, UPC, WSEC, and 2017 NEC codes. 4. Show an attic access, with notes insulated and weather stripped. Crawl access shall also be insulated, and weather stripped. Provide the notes accordingly. 5. Please complete a "Prescriptive Worksheet — All Climate Zones", Glazing Schedule, Heating System Sizing Worksheet per the Washington State Energy Code 2015. Forms are available on the WSEC website http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx . Also specify egress windows on the floor plan. Include a door and window schedule on the plans. 6. Elevation sheet shall identify side elevations as North, East, South and West. Revise those sheets. 7. The plan has no details for marriage connections to the existing house. Also, the ADU shall have a one -hour separation from the new residence. New plans for the new house shall include the existing house with details for those connections from foundation to the roof. Please include those additional details. 8. The second floor has window openings within the party -wall fire partition which is not allowed. Provide alternative to resolve this issue. (IBC 706.6.1 #2, 706.6.2, and 706.8 Exception 1.) 9. Provide specifications for and indicate which type of Whole -house mechanical ventilation system that will be used for this residence. Current energy codes now require inspections for energy efficiency, duct testing etc. Provide notes on the plan requirements as specified in WSEC. (IRC M1507.3 with WSA & Washington State Energy Code R401.1) 10. Provide the missing dimensions for rooms, closets, stairway and hallways. Include dimensions for spacing of all exterior openings. 11. All new residences shall be fire sprinklered. Contact fire department for additional requirements. 12. Stairway window shall be safety glazing if within 36" vertically of the landing and 60" horizontally from the plane of the stair tread. Also, windows within 24" of the door shall require safety glazing i.e. entry and deck doors shown on the plan. Please verify and note accordingly. Include note in window schedule. (IRC R308.4.2) 13. The plans call for crawl space ventilation vents located in the rim joist. Provide a detail to show size and specifications for insulation baffles to prevent obstruction of required air flow and not reduce insulation R- values required. Include sizes of vents and verify number required per size of crawlspace with calculations. Also provide calculations for attic ventilation with the number of required vents with vent sizes. 14. Provide details for crawl space vapor retarder of covering per code specification. 15. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. The detail shall specify dimensions for a discharge trench or where the discharge pipe shall terminate to an approved discharge storm drain. Roof drains and footing drains shall tight line separately to a discharge system or facility. Clarify existing footing drainage system from the existing residence (ADU) for connecting to the new system. The intent is that groundwater will not accumulate in the crawl space. (IRC R401.3, R405.1, R408.6) 16. Provide a footing drain detail, to show gravel shall extend at least 1-foot min. beyond the outside edge of the footing and 6 inches min. above the top of the footing and covered with an approved filter membrane material. Perforated pipe shall be placed on a minimum of 2 inches of washed gravel or crushed rock at least one sieve size larger than perforation and covered with not less than 6 inches of the same materials. (R405.1 & IBC 1805.1.2) Note: Contingent on response to these corrections, further plan review may request for additional corrections. PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • 1. Show floor plan and elevation of the existing structure along with the proposed new addition. Per Ordinance 2581 roof pitch, materials and window types shall be consistent between the existing and proposed addition. 2. Please inform if the owner will be resident of the property. • PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Please enter cost site work (erosion control, storm drainage, etc.) on the first page of the attached PW Bulletin A2, since PW permit is based on % cost of site work. 2) On your plan please show and label the existing shed.in the back. Will the shed stay or be removed? 3) Your geotech engineer shall review your site plan and submit an approval letter of your proposed storm drainage system, since the vegetative path is shorter than 50-ft, or otherwise a storm drainage spreader shall be installed. I 4) Applicant shall contact alley View Sewer District at (206) 242-3236 to check if additional sewer fees apply. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. D18-0196 Date: 09-18-2018 OWNER: Anthony Boler, 16208 47th Ave S, Tukwila, WA 98188 RE: RESPONSE LETTER TO: Correction letter #1. Permit Application # D18-0196 BOLER RESIDENCE - 16208 47th Ave S, Tukwila, WA 98188. TO: City of Tukwila, Department of Community Development. BUILDING DEPARTMENT: See revised plans. See Geotechnical soils report, also listed in Contents on page 1 of plans. See Structural Engineer plans, calculations, and stamp, also listed in Contents on page 1 of plans. BUILDING REVIEW NOTES: (Responses) 1) See Geotechnical report. No footing drains are required for this project. Note grading swales, catch basins for surface water, and splash blocks for downspouts. See Page 1, Page 1.1 for details. 2) See Structural Engineer plan sheets, S 1.1, S 2.1, S 2.2, also engineering calculations pages 1-6. 3) Compliance with 2015 IRC, IBC, UPC, WSEC, and 2017 NEC codes, notations were added on pages 1.1, 2, 5, 6. 4) Attic access notes: Page 2. Crawl access notes: Page 3. 5) Prescriptive Worksheet information: See WSEC references on Page 1.1, and Page 5. See notes on 3.5 credit option selected. NOTE: HVAC Contractor to provide Energy Worksheet as noted on Page 5. Glazing schedule on Page 1.1. Egress windows noted on floor plan Page 2. 6) Elevations were changed to include N,S,E and W. Pages 7,8. 7) Details were added for connection of existing house to new house. Also details of 1 hour fire wall. See Page 2.1. 8) The upstairs windows are outside of the 1 hour fire wall location, see details on Page 2.1. 9) See answer to 5) above. HVAC Contractor. 10) Dimensions were added to floor plans, Page 2. 11) Fire sprinklers not required. Owner has information. 12) Tempered glass noted for windows in window schedule, Page 1.1. 13) Crawl ventilation detail, see page 1.1. See crawl and latir worksheet for number of vents on Page 1.1 ° Y TUKLVfLA Page 1 of 2 CORRACT N SEP 21 2018 14) Crawl space vapor retarder noted on Page 1.1 and Page 6. 15) Site plan shows finished grade, swales on front and right side of new addition with 12x12 catch basins for surface run off water and where 4 inch pipe will terminate. Also shows location of all downspout and splash blocks, and surface water flow direction. 16) No footing drains required, see Page 1, and Page 1.1. PLANNING DEPARTMENT: 1) New page added for existing house floor plan, see Page 2.1. Elevations of existing house shown on pages 7,8. Design of new addition is consistent with existing home: Same roof pitch; similar in design and exterior finishes will all match. 2) Owner is to be the Resident of the property. PW DEPARTMENT: 1) Owner to submit cost of site work upon getting bids after plans are approved. Owner to address this issue. 2) Existing shed size and location has been noted on site plan, Page 1. 3) See Site Plan, Page 1 and Page 1.1 for surface run off drainage plan. Note splash blocks and direction of surface run off. Since the vegetation path is across the lot it is 50 feet or greater. Page 2 of 2 PERMIT COOHD CON PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0196 PROJECT NAME: BOLER RESIDENCE SITE ADDRESS: 16208 47TH AVE S Original Plan Submittal X Response to Correction Letter # 4 _ DATE: 06/12/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: c 643-11 Building Division II Public Works Fire Prevention Structural Planning Division Permit Coordinator • PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/13/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/11/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0196 PROJECT NAME: BOLER RESIDENCE SITE ADDRESS: 16208 47 AVE S Original Plan Submittal X Response to Correction Letter # 3 DATE: 05/29/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: co - Building Division u �c Wo ks c tier Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/30/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: W Vbc'e 1 4-6 (0-61,1T DUE DATE: 06/27/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: IP Bldg V Fire ❑ Ping ❑ PW ❑ Staff Initials: .PERMIT COORD COPY; PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0196 DATE: 05/13/19 PROJECT NAME: BOLER RESIDENCE SITE ADDRESS: 16208 47 AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Cowl S,S c building Division Ni s CPOWZ. sm.S-)-H Public Works Fire Prevention Structural n RS kr° g-)24yi7 Planning Division Permit Coordinator 11 se PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/14/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/11/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �� CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PWr[ Staff Initials: ,rcit1fll I Muuriu uur PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0196 DATE: 09/24/18 PROJECT NAME: BOLER RESIDENCE SITE ADDRESS: 16208 47 AVE S Original Plan Submittal Revision # before Permit Issued _X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: �J CAWa `N Building Division J Ctjib PubIlilic Works Fire Prevention Structural El M� Co r+Z. f 0 -)a 6 Planning Division II Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/25/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 10/23/18 Approved with Conditions ri Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10-3 Departments issued corrections: Bldg Fire ❑ Ping PW Staff Initials: \-'PERMIT COOK® COPY U PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0196 PROJECT NAME: BOLER RESIDENCE SITE ADDRESS: 16208 47TH AVE S X Original Plan Submittal Response to Correction Letter # Revision # Revision # DATE: 06/27/18 before Permit Issued after Permit Issued DEPARTMENTS: A-1-CoviR 7-E-r0 Building Division ip &S CeprSZ Public Works Aty\ it)/4_ --(6 vtb Coy yR Planning Division Fire Prevention Structural Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 06/28/18 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 07/26/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only --it V CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping PW �'j Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:I/www.TukwilaWA,gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date; C ' I a` ) __ _.__..__Plan-.Check/Permit Number D18-4)196 ❑ Response to Incomplete Letter # Response to Correction Letter # 4 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Boler Residence Project Address: 16208 47 Ave S Contact Person: 11'''1 an .E3v1 ec/' Summary of Revision: RECEIVED CITY OF TUKWiLt JUN 12 2019 PERMIT CENTER Phone Number: (?S 3 -3 - �dro jt Velaonk4- +-o corr'rc±)'v 1 ) c'11 r Li. ( ---7 - ) 5eC c04a(Alec) eq (75 ( Truss cox v� v ► n 11Pv�ha�n�(s c�n Sheet Number(s): "Cloud" or highlight all areas of revisit= izzlaSng date of reviiLln Received at the City of Tukwila Pencil i Cam= Entered in TRAKiT on nG / / ,1 h 4 - J ) City of Tukwila REVISION SUBMITTAL. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188. Phone: 206-431-3670 Web site: http:/1www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 ' a Plan Check/Permit Number: D 18-0196 ❑ Response to Incomplete Letter # • Response to Correction Letter # 3 ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Boler Residence Project Address: 16208 47 Ave S Contact Person: AY1W►cW7 7 801 Summary of Revision: RECEIVED CITY OF TUKWILA MAY 2 9 2019 PERMIT CENTER Phone Number: a` S S 3S Z _ ?evond f corie c+ c,rl }ejfr{ 44 3 5 -aa-)1 5ee 0."t cbec) aor,.5 oc (S fbn- sS +0 t-1-e S : t'o De }: rl ) AJ . Sheet Number(s): Re U 4 '(1S A. T 1'} i c no \ Qoj e S � rr- Qbi i(' rrnc � "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: —Entered in TRAKiT on"� / City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 57" 13" II Plan Check/Permit Number: D 18-0196 ❑ Response to Incomplete Letter # Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Boler Residence Project Address: 16208 47 Ave S Contact Person: f r‘44,0rj Sol Phone Number: &33 S Summary of Revision: �J p_es onPS (' �'v C ornc�r \ rlk 4I , t o -3J ....(!8 Se? a-it&c_-ctk pa ike 5 -5-cr" reS mSr-s ar0 or0T4-tor7 1-0 I f('rn.s . but 141 RECEIVED CITY OF TUI£WILA MAY 1.3 2019 PERMIT CENTER Sheet Number(s): (e '(S I On5 I &dal tt o ncv) "Cloud" or highlight all areas of revision includin Received at the City of Tukwila Permit Center by: .0--Entered in TRAKiT on Si-3` / as Ce-SPl1-nenbL,c C:\Uteri\blll•ADesktenVteviuon Submittal Perm dee City of Tukwila REVISION SUBMITTAL Department of Con:rnunit}y Development 6300 Southcenter Boulevard, Suite tt l00 Tukwila, Washington 98188 Phone: 206-43 l -3670 Web site; httn:l;www.TukwilaW.A.,/ov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -- (a— ig Plan Check/Permit Number: D 18-0196 Response to l.t.,.; rn 1et: Letter :' ;...Ler;-r Re . ._... ' after Permit is Issued. Revision requested by a City Building inspector or Plans Examiner Deferred Submittal # _ _ Project Name: .Boler. Residence Project Address: 16208 47 Ave S Contact Person: ,l"1vs he Ay )3o lei-- Summary of Revision: RECEIVED CITY OF TUKWILA SEP 21 2018 PERMIT CENTER Phone Number: 2 S 3- 3 S ke�po e-S i�Z_. �? U�o�+ k er_* j r 7 ZO - l $ • l „Seeafijw�,F.ec( p4,5e , re / s ctr+vG COPrPc%Loi Pg 14l4.ti _ ._ 1--4. .PM .0gPr - !— A �_ ___ t �s l , 2 byvacif Sheet Nurber(s): � F�nee� �[t��t �+/ti S add a l<t Gl4 "Cloud" or highlight all areas of revision including date of revision -i- Received at the City of Tukwila Permit Center by: J `J Entered in TRAKiT on 41.If • CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us Permit Center/Building Division 206 431-367o Public Works Department 206 433-0179 Planning Division 206 431-367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: D l V a 1 l O STATE OF WASHINGTON) COUNTY OF KING ) ss. )[please )Yl` Qv ('n , states as follows: [please print nn ] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.09o. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.09o, I consider the work authorized under this permit to be exempt under number \a , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construct�pn work. ‘•\\"\\11111111 St P►,'C� 4h i g Aue`›C� 1. o S Owner/Owner's Agent* Signed and sworn to before me this �1 day of j t9 Yl (' NAF[Y PUBLIC in and for the State of Washington , County RTomn no nINmmiaainn nri• / I A.!/l 4,0/!WL( I r Residing at i ' 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician; a certified residentialspecialty electrician, or an electrical trainee meeting the requirements of chapter-19.28 RCW to perform plumbing work that is incidentally, directly and immediately appropriate to the like -in -kind replacement of a household appliance or other small household Litilization equipment that requires limited electiiifpower and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. TY[ai h.t. LA -MOOT FOR FOuNf A -TION 00..krk . Ft Ei-t IV • 1 S t UaVV1 TOE D1= (NSR FLOW Vs/ ►tf•t Gi4.1710w0 evf[l- .• 54__4p(N (Y Arvg& FgOAll. &to S L _LhatA.,. 10 FT EredL" PRltt..ERr`(. 1-Lt't S FiNIsnett, t.a..,t4y t+v,trot VW tA �� 4 o v c ��` P R�R1PE t CRJsd F Rot„i‘. /vA t ac _ `' • i +.• tj ✓a. s y��„ (�. •.�, , �� c= V 2" Itis 2�.. 1's P.. .t....L EF our mo*R ..fat/ l'Alni• 4:�_�ystotdb�7 �;; _6" .Aloud ..60Sitt4ta• lav0..ARpeiLib ...E41.T$f FAAAtc. • hik1l4 Eu 1'_`_ INtpPr u F FoDTcw6 _ttR& M. LfeLet ._FLIT_EA..Pi f L,c... .»-. __a1 E -S tib" Stu• 00(4_29:_t (El 5 3 9 SO . FT 2 3E6 ) (3t It PLANNING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD Approved By. M Saves oip Date: . -tu--i er Sonify 70' C.0ttT NTS IL. (::' perrnotNo. VC1 Oicib ZIR.AtuAL Pt AN (FIAtLS revs_ s;';<.:; :t,iec; to errors aeo Cope._ camp L !&-t' 5..E__.. omisslor:s Appreva s..citon4ocumentssaesPA ST rvd ^t: authorize ,I r 3rV 34cpted code cr LZE. L"&, -2..1. F*stL.F&OO -- f3.4/ wttiaow Sst.4. tOvw t sr 11.4vR PLAI•1 ) 4.40 0 - 3 : FivNciAr► Q.H. - ts'Fl-QaA-1f.AAkimi.. 2._ PA•1m F - �." ° FJ ott.& -- (tow 4_'_E.R9iMl s .a._ `: �1BS�7$IGIkL - PA f t - Aosiss.C..tSrsss's PA -.6 - i4I REVISIONS .>^ar oe rr,a0e to the scooe n:..., %... pr:G' .3D0rOVal Ot the T l(wrta Bolding DIvslon NCTE: :evi. ons wlis require a new Dian auCmlttai arc •i'ay :Aide aodlttonai than review, /1 lr -01 )S44EO r +I Th PIPE TO RocKs 14 10- cb neut.. I 2.5-'- 13E0 .S-(3E0 Kir. CE)1 t _ (N) 443P s LoA E Iitrt0N C.ov Rte S LoPE nce._..,. ate .)aiWvgee ;rrr: - :,= OA•K1.14 rn►� S fir•. F�Ev- C 264 t' ELEv. "C"14k) 4 i a AA4.214 eta ;# 6LE, Viirt.oM S. sl- 1 t S2. 2. 1_6cN(a+ 4471‘644_114.1t.12..._. G6O TEC.t& kiSii @.r e,. Pg I - A 1:47— Sit.oO Sa_ Fr L) I:G.K_. S tz. F7 6ia.huf .L..PAM.Kfk+(,. 20 k {�` . cAo da- PT. -(e)_ S 1 E 4 104% - i .v Aft, FT .__ o rA•L 2.6 rip o 2. t 9 :s ..s& pr SC -00E O -WQ K (N) t:.oNL• 40c4 LM•1f Sc.APE wh4L 340 "- REVIEWED..FCSR CODE COMPLIANCE APPROVED bf30 Sol z JUN 13 2019 wte City of Tukwila B ILDING DIVISION of-QG41L 8 GiV. Sri T12 -X1 SEPARATE PERMIT REQRED FOR: lechanical / Electrical ,_.., t /Plumbing U: Gas Piping City of Tukwila BUILDING DIVISION CA- C,2Av Et.. ti (, ?J4S PARK.tt4C, AREA 708 ITE PIAN SCALE (1‘=- 10`._-0t, E0)-1-0-4 Ca QRLri.N - SEE cbTML C < AufitirorCe WATER. now- Glvr4E SwALES O4)lFtpa. GRmpE 0=12`` 6.A-144. a&strt -Lout° AV* PIPE t_Ek 17 To oxy1.ti wr EWA& L-#144/St SEE PACE 1-1 Po& DerAILs farM QOWN 5Potur a SPLAs$ SLouc ELGv '-iiteE1VED CITY OF TUKWILA MAY 292019 16 2-0 +! ru,_ V S T U K. W t L/.\ WA 98 t e1&- 23 ij'ERMffCENTER S r i/19 /e Pa w, , rl y res •c ci`e (-- ® n Wo la DU `' CORRECTION 1 019 PRo PPS c 6 - i t 130 Std - 5`T- !ADO i 10N JL20f. 4r AVE S,TUKw(LJ,WA 5�31�f�-272 TAX. 1n - 53-n80048i A-NThtON`{ ROLEk i6209'7T" AVE f, TOrwlLA,vvA 5P3 igf3 PPROVED BY: SCALE:1<<-+ iO4�0k DATE : 6 l 5' ! ! l r E s l 4 h4 Zer T FDRE,S DRAWN BY REVISED DRAWING NUMBER ..111011,001.mne. 4. PLOaR. 41•A 0 Ow ct f,ADR.st.itr j../141.11....LEACIO r,LAss 2.t'o sP-GtAss .S—QJi1ILii&. a -o w 5- 0 t - MP • Gt.- j -iv• idt,_ _La. $_E - ), 5-0 SW, 1:104,_AAL.k. _ iF t • 2-6 .5"-- Slit 014, MU._ 12.:S sr a -c) 57-0 t t MAO C21., f KIT. (0 SF 3..0 ), 3-0 . ,SFi .1!._ Fri( t___Tizmic STicirkS Ir S.- Y 2- LjV. Rivt 5-0 ?- a -a Fix , Ltv, LO SE 3-0 6-8 5tsCIA,Yk.ri.tVftM 2-8 v 6-8, sp -_, /AP 61, v.it.(2- 1' R1611) iNsuL• t _ (1111w1A. 2.4 10 F. 3: (I furl zo tv4AL_. co r, -4T. 1 gAPidec TA -PEO 6" comr• ENT-mE CRA•vii- J t Q SF GI I TE.t."P. Lot.. t inek, __112 _ laj, Imo t I VeTH tat L t EMIttes .-.4.2_,&.1...T.E6612,gs4 ealt .* _7_ ..1-7-___tsaik. 2- 6 % 6-$ TrfAtz_ Sa 1.21.A.S.$_ .W&TA L4. _tck§A — F 6 20 4E_ 2.0 SF 19 .1C FOUNIPAT1ON. VENT OETAA .SC -IL E ig Oh 2. 0- la (IA NO TR 6),1‘t Foo • VE(4T 5" 5' I I2(r PLASTIC- CATC-It_11/VSLN _Iota CI 02.Aci PIPE, Su) p 0.00(1-16k.-1- k SL(sE-1 a) 5 iasS r 1,641.AlaRLT.LO-bi- LLAT LD__Nt FO NO NT &phi Et.1 15yFLQc. 540s FT- E 0 • 1 __ To T ) A..of varen ia.girajp L3 VENT S „S_F BID 2. eltsf y..0.1%).1 EAvE._ 'LOCKS _2..0_ wt -r „ffrffit4e10 ,c3 ar• v.0 _ vErer • NeklbLi—all- ROD F COM_PL44N c.rE (3.S C.126AITS egavio.E.,o SY ,(141Ac-. Corsi tkAcio. - ()Wu ER thk_C- Cat.12.1.6.1S,_0.P no m fallabe. 1 Gs P_LookS KB WIN .4.0 -W -S• 30i Otle-T LES.5 14-Elkr &IMP CA ..ASsi.T‘sit.e&t. as.tka, sitow_fk •••••••••.1.4.1.... ALL A N _ALL. ada.O.Als.<ZQ. CQJ4PJ Wi T 2-t) (5• l&C, 1U-4 UP.C.„t wsect Argil. 2.0.1.7 r.V,Er. CO -005, .• _ 6 VVNIER. T& OccALP __PAP P 00.1 s inE14 (TY R ) SU R. FAC_ F WATER DRAINA6 E YSTEM s .SLT PLAN .ScALt 1 I'— •••••/•..•4....•••• REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 3 2019 City of Tukwila BUILDING DIVISION RECENED CITY OF TUKWILA MAY 2 9 2019 PERMIT CENTER ,PfeoPbsE.o: F-7: AOru»4 1b2.08 A-V E .$, -11) K U./it WA e t 60- 2-72..1 tAl_la- 5.3 79;360/ 8 AN -t• r+oN (3ca-Sik lb 108 A'?" .A-Ary,REE.g, TUlam_u_A ,8 -d DRAWN BY SCALE: N i DATI: OSIC,N ; ZEFF 8001.1E_S REVISED DRAWING NUMBER f.1 or a A 3 i7...1..i64 6 UP 1.6$ ITN_ lay 6-•8 -D.E kitf-Asiliget DE(K Art3ovE 1ST {- LODK P1 AN SCJ•rrl< 'M' = <<_CY* 4 .7 O Y" Bh quflM1 s°-4° SL G It GEI.&ERA 1 No --E5 L l�1Gvy wo J(. Tn ti hkPLY & 20t c_ Lt .1_L &t... -/1 VAG hrAie.),.0 mac ALL_ llt•41 D.e./S _T"32__.la 5____. -tw - 0,2A OLZ. LES5 RSA lS 15 e.S < 't Elk 1a.5 to!' L1ikh1-1 0 Z A it& -r F2nt n 'rn-E MILE Cth_b!t..--...- 6-- lo" MIN 1#6.2 . _Fgo M. E 1.Y 6 14v.TZA}2tt tooR5 6 k6 K. 3 'oP_aru isla S _. M Ott r. Situ 2,"n FLOUR.. PLN SCALE `Ai` — REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 City of Tukwila BUILDING DIVISION 6 )(8 6F 40//96 RE.E.b.R-2`..6 Li ENF12.4tr ST@.VGT_.,ikAL NOTES _Eag ... AWL 13ECE1VEO CITY OF TUKWILA MAY 292019 PERMIT CENTER 6 8 o La FT A-00 1 T 1 Q 1t 111,aoS NE SI TUKWILA-k WA AN rho r4 (SOLER ci81 $ e - 2,7 2-1 1192.°6 4'771* /AVE, S, 1uKWILA 1WA 113b •fix 1/�'-' 3796OO lB SCALE: tl- / t1 APPROVED BV: �I-r� DATE: 6-15` I8 AESL 4/u.Th,F JW i DRAWN BY REVISED DRAWING NUMBER �, of . G-6 k 5-D 2-6 v 4-0 2-6 ), 4-6 3-0 k t-0 ZY� k 3 Z X O X \/.1i 'l l..rL..NSUL.. Srr•41,1-E. l vNla. U. it S[..(a k tr Strv(..,LE t*uN(. .-►` TortkL_, _SF , VLHrss -~ _ 65.25 S_E 11)602_1...ExT ..S. -C.- 3-o Y 6-r _. F.RQNT _Qook t.. RXT Z_ -d'.), &..a".._,..__`/z £,LASS E - E L EC -T• W h1�L.. Itt6hT6 A. ZS"- 6" 21- 0" 4, _1, (N) srr~A 5 ° ft REMoY_i ___Kk. 'c--i+EN 211412.i1-.- TDPS1 2bu'Aft INCA Fi Ts1 .a.i.._.____._ /.. VAI...L.A14s.ES, W04/SttE2.._4,.....!NNE .fi, _.C'�.att.tsat) 3..12, i ¶ 160 .SF (?j A4)OI"ti 0 t�-1 1 f{Ouia, FIRB wA-Lt- 2.1 Moves wry . To (1.4) c -o c_A-r c) i Ntw 3° S.C. 060 k 41$ OF MEANDER, I I REV Iszo 3 -t2. -11j ELECT' Nt. (MovEl GoV6R60 LJECOC 16' -o" (N) DrcK (A A-04tTtou 'EX 1ST 1 OUSF FL(JOR PIAN 539 so.. FT sCA LE 1/2. GIJx Sw—t TYvFK M13 Lit -o S t rJ ►►a R-21 c..� KT• GSfrt FLAStt+NV �{ Sys ryas. x (,we (6J STT Kc.. (tti G• T- S/ntTYPEXGwO tiouSe: R-t5- cor+r- R-2-t. Cott RECEIVED CITY OF 1-UKWILA MAY 2 9 2019 PERMIT CENTER 1 (P,) Hous E r32_44) 4D13 L TI O N /T rl�S�it 411 i�►� = A 34 (t?" ERL2M1.€1.10.0.F ro CM} 111Srt�LISQR (i 1L?Ck�rlG�_._. _FIRE Au? N 4.2 AT () cl,i.E Rao E �t©L Ib_`- A•TTAc..14 TO (el S c9L.t,rS FRa, t,><► T Y2 I% 6w 1 14 Ouik_E tt.E w A L.. L s/2" Tyif. A. O OT_.rt 5.03E T QTS (5) iinoSEW1 1 Xs1zIcat o.L� FI_ Ftt2E TAP (oor ►NAL, _New_ An.aLr1Qt, ► . Y2" (Ax P LYW,20_ 0._. 1 n► s Tal , E n age 7.o._._..SIJ.1s1 34x 6" 1~#& 1 LLt. 16'` !?•C• ArrAGts Zr1 HODS SoLAt rrL� r L REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 79 City of Tukwila BUILDING DIVISION -1 D F -T / L L. (t WR F1 R2.E w A t_ L Sc.A-LE V2,(' `1_0" z. ) D/' -D/9G Scj. FT AEC LT'LON 2,0 8 *-2 rif AVE S., rt t_K_ty (LA, WA 98186-2,72.1 -Mx 1Ll S3 -V3800461 /FN TI+oN`( 13o1 -ER SCALE: IQ,' '1's.°If DATE: G-tS` 18 AESt6iN = S$FF Game.S ORAWN BY REVISED DRAWING NUMBER 2. 1. OF 8 (6) (3EI - gw_gs ciA>s o5- �� t,E -Z gt° _ C \ 0 N 5 0,_p„ (Et DE.C44�. 30' i' VT 2 -.04 ash Pslet.L.1 ea (s P 4 4 V' ELer_T (Move) (r) - FAM_ RM zo° Cov 4Ec.K. I2' - STEP CONA C. hEGK Mau MEAN 1.sT F LO Q R PLIC- N 2 19 S« FT S -/LE `tip =L'^ah Cof:N n,aTO$ 56 e _..6 6.L►ZL, TXS _ _ p.t�4. .1'•4f� S.. !- ��— P,FcCF1CeAn_D niS .t..ST- 2.'k.._WA_LL.S...____... .1\16w W.M.a._5_,_ IL"_02C.-_..s_zu.)..$ REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 City of Tukwila BUILDING DIVISION b/P-ar4 (b20 SO FT- ,O017 ION Ih2,r9 P) 117" AVE S, TUKW 1 LA 1 ViA 9,616i.3-2-72.1 Coow NI - RECEI1VEf CITY OF TUKWILA MAY 29 2019 PERMIT CENTER ANTI* uiv Y C3OLI A t67 -Os A-7 TH A-ve S, 7'uKwtL.A,wA 9ssse, SCALE' y, j, i .11 GATE: 6_ i5 I APPROVEOSY: 1 ORAWN BY DESJGH ret- (301,xe REVISED T/le x — S 3 7 9 8 0 0 -1 8 t DRAWING NUMBER 2.2 OF 8 MI01 N. t T`< 0, 10 84' WALL M\nt• FOUN.BATN PL-A./Ni Sc -AC LF `/a%•• 1'--0'' aNcRETE a Psi AT 28 _r Ay$ tin uAIL. !2.x10- aLocKIN.IG - 2x10 AT ENOS (z) 2 _aY 2,x 10 21M N/-14. To .16..VO. ..moil I r 11 1l 3.1.t_._..Y412. P.LY_W.ocz_it_ MA•lL_ I .5.(Z .FT- Y('.F.& t Y.S LhL +► + r u 11 �tI tFqu 5 .11x4 PosT s. 413 I6 x 2A A-3 11 11 qi I 11 ! II II ,, ill 21%1 2.2\12. Au,EsS � 11 8 I 11 11 11 11 11 11 11 I 1 L 41. ( � 1r y ti.r L •Itib 1 _ J.1 r 1 ,13. r Yr al.._ it .LL i ,11I._,1 x 1 s. 43. r I .11. r 1 J.*. r -1,17-- -411.,„ 17--J 4 12.4 { I I aPB46 TIP - I II I - +x3 At'" 136A4' 11 111 I 4`44 Pr Poo' w(v 8" I Ail To wurtp- (-S 1+ou . •, • , 4.s; x , , 6 I �— — — — _. GOkc.- FaoTINI, To .5 -MP UA 122'1: AT OEc.K ,-----1P LOWe It FOC -.n WALL To 4,„ +_� �I 17(^ gl G G FOUN.BATN PL-A./Ni Sc -AC LF `/a%•• 1'--0'' aNcRETE a Psi AT 28 _r Ay$ tin uAIL. !2.x10- aLocKIN.IG - 2x10 AT ENOS (z) 2 RECEIVED CITY OF TUKWILA MAY 29 2019 PERMIT CENTER 1St FLOOR FRAM I N v PLAN SCALE Yq'• . I '-pa to.Y4E. fr 24,• 0.G _aY 2,x 10 21M N/-14. To .16..VO. ..moil I r 11 1l 3.1.t_._..Y412. P.LY_W.ocz_it_ MA•lL_ 11 .5.(Z .FT- Y('.F.& t Y.S LhL +► + r u 11 .f,t.. 11 11 11 11 I1 ,, ill 21%1 2.2\12. 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' SZ..j, x.4._....S.E4LA -i . . ..-_..2 (=DOMA/i T Eta VF -JV ZS : SEP' Eta 1• L._ 0 4AN l3 r rv[' 4 ` c 4.` ._ rE,AL 7 `, ( vS E 1 / 1SD PT gAti 2,.., CAyCR•__EtEAS PY.__Ei hM4 WO .._,s.o., - E (..-.tw 4 A(i. 24 A .64, K i N G o 2,... U...S. ti E..._.. Ton of 1_4N NI 47 < a OI' f4akg._ _ .., ovale 41„1. 2_61 t Gt2 ti4e ENTRY OEC.K SEE Pc. -3 SLOPE LuE53-_i_____ELo NT ELEVAT l 0 N ..r '� 4' . Y,4 ,4i `'? di:A; '1 i -10' 01 os; .. .apt „4. ro r — _L-- ..„........_ .,...2,+�.'F! ..r 4 kvY • t_44441210.4(.1 STaco STEP 1(3 ��av► REREL VAT Y_2_& 5C4/ -E '/4,`` = V-0" REVIEWED FOR CODE COMPLIANCE APPROVED • JUN 13 2019 City of Tukwila BUILDING DIVISION (r--1 attgoE SEE. Pty 2.t ( tlovsE Fuu►.io- vENT5 SI✓G P(, I.( h/ IN/ ?0 RECEIVED CITY OF TUK ILA MAY 2 9 2019 PERMIT CENTER tcobo s a. FT- ND O f T 1 Q NI (b 2.6 P.) y7"4' / VE_...�, TU gH/1 LA WA 98tde-2.72-1 TA -k Ih--5-379800.t8f ANTtfokii t3o1-E( 161.0$ 4V vE. S, TVKwIG.A W B t $8 SCALE: DRAWN BY BYIL: DATE: G,..(�...I AEsIGN 0 -EFF ►}OA' C 5 REVISED DRAWING NUMBER 7 of a '� 4' . Y,4 ,4i /if ig- 4 kvY • t_44441210.4(.1 STaco STEP 1(3 ��av► REREL VAT Y_2_& 5C4/ -E '/4,`` = V-0" REVIEWED FOR CODE COMPLIANCE APPROVED • JUN 13 2019 City of Tukwila BUILDING DIVISION (r--1 attgoE SEE. Pty 2.t ( tlovsE Fuu►.io- vENT5 SI✓G P(, I.( h/ IN/ ?0 RECEIVED CITY OF TUK ILA MAY 2 9 2019 PERMIT CENTER tcobo s a. FT- ND O f T 1 Q NI (b 2.6 P.) y7"4' / VE_...�, TU gH/1 LA WA 98tde-2.72-1 TA -k Ih--5-379800.t8f ANTtfokii t3o1-E( 161.0$ 4V vE. S, TVKwIG.A W B t $8 SCALE: DRAWN BY BYIL: DATE: G,..(�...I AEsIGN 0 -EFF ►}OA' C 5 REVISED DRAWING NUMBER 7 of a .0 30`1 ; ry (ri 0EC.K L t_. 2.''t0 t.Eraaa, () i-Iou,S E 535 SFT- 1 40.11.0 2,-48 GEom. , 1 S L.9 Pe ------ PT fL, tw4E comm '4G Swh>_.0 4 12.'' CAT4-ft aPtS tiN ‘ SEE Pb t• f 6 • .. y r 1 J Cyyf��i��rr 40."7z � : / el#1 iia ; ry (ri 0EC.K L t_. 2.''t0 t.Eraaa, () i-Iou,S E 535 SFT- 1 40.11.0 2,-48 GEom. , 1 S L.9 Pe ------ PT fL, tw4E comm '4G Swh>_.0 4 12.'' CAT4-ft aPtS tiN ‘ SEE Pb t• f 6 • E f fr r� £TT} 1—i LEFT 1..L..EvA-7lar C No.TM s c, L - Yi" _ V — (74q REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 City of Tukwila BUILDING DIVISION �ce,okit I r,__ J 2xio coed) AR (."11‘ v EFTS (13) M+4 • SEE 116 14 GRADE • RECEIVED CITY OF TUK'WILA MAY 29 2019 PERMIT CENTER ELEVATION (ouy) v -- O " Di/ 9- 044 68o S& T• l (Jtibl ] lolt lb20a 47'"" IWF S, TUi< vLLP t Wim. ANrs-o!`ty r30LE2 9t�i�i8-2,72.j 072.o 4-711' /F S, T"VKw►c.N,IWA qAf8g 7Ax i -- 779 8 00 1SCALE:,,_od PPROVED BY: DRAWN BY DATE: �I( / s_FFF8614 C �( REVISED DRAWING RUMMER gj of 8 .. y r 11/ 7h E f fr r� £TT} 1—i LEFT 1..L..EvA-7lar C No.TM s c, L - Yi" _ V — (74q REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 City of Tukwila BUILDING DIVISION �ce,okit I r,__ J 2xio coed) AR (."11‘ v EFTS (13) M+4 • SEE 116 14 GRADE • RECEIVED CITY OF TUK'WILA MAY 29 2019 PERMIT CENTER ELEVATION (ouy) v -- O " Di/ 9- 044 68o S& T• l (Jtibl ] lolt lb20a 47'"" IWF S, TUi< vLLP t Wim. ANrs-o!`ty r30LE2 9t�i�i8-2,72.j 072.o 4-711' /F S, T"VKw►c.N,IWA qAf8g 7Ax i -- 779 8 00 1SCALE:,,_od PPROVED BY: DRAWN BY DATE: �I( / s_FFF8614 C �( REVISED DRAWING RUMMER gj of 8 1. ALL MATERIALS. WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2015 EDITION). 2. DESIGN LOADING CRITERIA: RESIDENTIAL - ONE ANO TWO-FAMILY DWELLINGS FLOOR LIVE LOAD 40 PSF ENVIRONMENTAL LOADS SNOW Ce=1.0, Is=1.0, Ct=1. 1. Pg=25 PSF, Pf=20 PSF WIND GCpi=0. 18, 110 MPH, RISK CATEGORY 11, EXPOSURE "B' EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES ANO THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REOUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ANO THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL ANO/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. TIE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS. OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION'. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANCES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. GEOlEONCAL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18' BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 1500 PSF LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) 55 PCF/35 PCF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED) 300 PCF COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) 0.3 TRAFFIC SURCHARGE PRESSURE (UNIFORM LOAD) 75 PSF SEISMIC SURCHARGE PRESSURE (UNIFORM LOAD) 7H PSF CON(AEIE 10. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3.000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH IS f'c = 2,500 PSI. 11. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE, FI. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60, 000 PSI. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 13. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' FORMED SURFACES EXPOSED TO EARTH OR WEATHER (p5 BARS OR SMALLER). . 1-1/2' COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" SLABS AND WALLS (INT. FACE). . . GREATER OF BAR DIAMETER PLUS 1/8' OR 3/4' 14. CONCRETE WALL REINFORCING -PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 8" WALLS 10' WALLS 12' WALLS #4 @ 12 HORIZ. /4 @ 18 HORIZ. (f4 0 16 HORIZ. /4 @ 18 VERTICAL /4 @ 18 VERTICAL /4 @ 18 VERTICAL ANCHORAGE 1 CURTAIN 2 CURTAINS 2 CURTAINS 15. EXPANSION BOLTS INTO CONCRETE SHALL BE 'STRONG -BOLT 2' WEDGE ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICC -ES REPORT NUMBER ESR -3037, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. PERIODIC SPECIAL INSPECTION IS REOUIRED TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR LOCATION, TIGHTENING TORQUE, HOLE DIMENSIONS, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. 16. EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING 'SET -XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG, TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT N0. ESR -2508. MINIMUM BASE MATERIAL TEMPERATURE IS 50 DEGREES, F. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDED BAR TYPE AND DIMENSIONS, LOCATION. ADHESIVE IDENTIFICATION AND EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. '111 17. FRAMING LUMBER SHALL BE S -DRY, KD. OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR NEST COAST LUMBER NO. 17', OR WWPA STANDARD. "WESTERN LUMBER GRADING RULES 2011'. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR -.ARCH N0. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR -LARCH N0. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS -FIR -LARCH OR HEM -FIR N0. 2 18. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE 'NATIONAL DESIGN STANDARD FOR METAL PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1' BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 20. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 21. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO TIE USE CATEGORY EOUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO ANDA UC3B. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B. 22. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED. WOOD TREATMENT CONDITION HAS NO AMMONIA CARRIER INTERIOR DRY CONTAINS AMMONIA CARRIER INTERIOR DRY CONTAINS AMMONIA CARRIER CONTAINS AMMONIA CARRIER AZCA INTERIOR WET EXTERIOR ANY PROTECTION G90 GALVANIZED G185 OR A185 HOT DIPPED OR CONTINUOUS HOT -GALVANIZED PER ASTM A653 TYPE 304 OR 316 STAINLESS TYPE 304 OR 316 STAINLESS TYPE 304 OR 316 STAINLESS 23. INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19X. WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE SAME MATERIAL. COMELY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR PROTECTION OF METAL. 24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE 'STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -C-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC -ES APPROVAL FOR EOUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS' SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'ITS' SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH 'MIT' SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS. PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 25. WOOD FASTENERS NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH 8d 2-1/2' 10d 3' 12d 3-1/4' 16d BOX 3-1/2' DIAMETER 0. 131' 0. 148' 0. 148' 0. 135' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. 25 PSF 26. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN 10 PSF FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS SHALL 5 PSF BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3 THE 40 PSF LENGTH OF THE NAIL FROM TW MEMBER END. WIND UPLIFT (TOP CHORD) 5 PSF BOTTOM CHORD LIVE LOAD 10 PSF (BOTTOM CHORD LIVE LOAD DOES NOT ACT CONCURRENTLY WITH THE ROOF LIVE LOAD) WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REOUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 19. PLYWOOD SHEATHING SHALL BE GRADE C-0, EXTERIOR GLUE OR STRUCTURAL 11, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASIERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 27. NOTCHES AND HOLES 1N WOOD FRAMING: NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SANK JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, ANO THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. IN EXTERIOR WALLS AID BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STLO. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD NEB JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE NOTED. 28. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO TIE MINIMUM STANDARDS OF TIE INTERNATIONAL BUILDING CODE, THE AITC 'TIMBER CONSTRUCTION MANUAL' AND THE AF&PA 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16' 0.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. ENO NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR ENO NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12' 0.C. AND LAP MINIMUM 4'-0' AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4' O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO W000 FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12' ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4'-0' ON -CENTER EMBEDDED 7' MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -4P POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d 012' ON -CENTER. UNLESS OTHERWISE NOTED. GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0. 6 X 1-1/4' TYPE S OR W SCREWS @ 8' ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2' (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6' ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12' ON -CENTER ALLOW 1/8' SPACING AT ALL PANEL EDGES ANO PANEL ENDS. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOE -NAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12' ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6' ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12' ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8' SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12' ON -CENTER UNLESS OTHERWISE NOTED. REVIEWED FOR CODE COMPLIANCE APPROVED JUM 13 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TU;KWILA MAY 29 2019 PERMIT CENTER Jordan Jones, PE WINO DRAWN: DESIGN: 3-27-2019 JPJ JPJ CHECKED: JPJ APPROVED: JPJ MEP REVISIONS: Ni DPO: 0 PROJECT TITLE: Boler Addition MEW ARCHITECT: Jeff Bones Enterprises (253) 224-5631 ISSUE: Permit SHEET TITLE: General Structural Notes MIM SCALE: DATE: August 21, 2018 SHEET NO: NO; OF SHEETS: SAWN OR MFR. LUMBER. 2x MIN. SEE NOTES FOR ADDITIONAL REQUIREMENTS 16d NAILING PER SCHEDULE At, Detail A k EDGE NAILING OVER EA. STUD 16d NAILING PER SCHEDULE 16d NAILING PER SCHEDULE 2x NAILER 1/2' MAX. TO EDGE OF WASHER 3/8" min PLYW000 a - EDGE Detail B PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 BLOCKING BTWN. JOISTS (2)16d EA. JOIST 2x BLOCKING BM. STUDS ORIENTATION PER PLAN Detail C 1/2" typ. • I' RIP/ Detal D Shearwall Schedule (1)0)wea',0) Mark SWI SW2 SW3`•'' Sheathing Panel Edge Nailing 15/32' COX PLYWOOD 15/32" COX PLYWOOD 8d 0 6"oc 8d 0 roc Top Plate Connectio if TJI if Woo 164 0 6"oc A35 0 24'oc 164 0 roc A35 0 16'oc A35 0 12"oc A35 0 9"oc 15/32' CDX PLYWOOD 8d 0 3"oc (2)rows 16d 0 4'oc SW4'415/32' CDX PLYWOOD I 8d 0 2"oc (2)rows 164 0 roc Base Plate Connection at WoodQD at Concrete 16d 0 6'oc 5/8"0 A.B. 0 48"oc (2)rows 164 0 6'oc 5/8'0 A.B. 0 32"oc (2)rows 16d 0 6'oc 5/8'0 A.B. 0 24"ac (2)rows 164 0 roc (111 5/8'0 A.B. 0 16'oc (D BLOC( PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d 0 12"o.c. () 8d NAILS SHALL BE 0.131"o x 2 1/2' (common) - 164 NAILS SHALL BE 0.135"0 x 3 1/2' (box) C EMBED ANCHOR BOLTS AT LEAST T. EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HO SCREW ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4' EMBEDMENT. All BOLTS SHALL HAVE 3" x 3" x 1/4' MIN. PLATE WASHERS. PLATE WASHERS SHALL EXTEND TO WITHIN 1/2' OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAIUNG ARE REWIRED AT ABUTTING PANEL EDGES OF SW3 AND SW2. SEE DETAIL B. WHERE 3x STUDS ARE USED FOR SW2, STAGGER NAILS AT ADJOINING PANEL EDGES. 0 TWO STUDS MINIMUM ARE REWIRED AT EACH END OF ALL SHEARWALLS AND AU. END STUDS SHALL RECEIVE PANEL EDGE NAILING. SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. (i) ALL EXTERIOR WALLS SHALL 8E SW1, UNLESS NOTED OTHERWISE. (7) 7/16" 0.S.B. MAY BE SUBSIRJ1E0 FOR 15/32' Cox. t.t_O LTP4's (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. ® A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. () AT MULTI -ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. • PROVIDE (3) ROWS 16d 0 6"oc AT LVL RIMS. Shearwall Schedule — (Sheathed One Side) Bearing WdI E E N /r PANEL EDGE NAIUNG OF SHEARWALL BELOW PROVIDE 31/2' LSI JOIST OR BLKG. 0 SHEARWALLS W/ EDGE NAIUNG CLOSER THAN 4"oc TOP PLATE CONNECTION W/ 164 NAILS OR A35 W/ LSL TJI JOISTS PER PLAN ----- PANEL EDGE NAIUNG SHEATHING PANEL JOINT W/ PANEL EDGE NAILING BOTTOM PLATE CONNECTION v // PANEL EDGE NAIUNG fti NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED SHEARWALL PER PLAN CS16 HCLDOWN PER PLAN W/ (14)8d EA. END OF STRAP PLYWOOD SHEATHING PER PLAN FULL WIDTH VERTICAL GRAIN 2x BLOCKING TO MATCH HOEDOWN STUDS REFER TO PLAN FOR LOCATIONS WHERE WALL CONTINUES PROVIDE PANEL EDGE NAILING TO EA. 2x STUD Typical CS16 Holdown C1 Nan -Bearing WdI (4)84 INTO EA. BLOCK (2)16d EA. BLOCK (1) JOIST BAY OF TJI BLKG. 0 48"oc 2x BLOCKING BTWN. STUDS Typical Shearwall Construction PANEL EDGE NAIUNG OVER ALL HOEDOWN STUDS HOEDOWN PER PLAN NAILING PER - - SHEARWALL SCHEDULE (t)p) 13/i LSL RIM JOIST OR --- BEAM PER PLAN 6 A35 (at exterior walls only) OMIT 0 HEADERS < 6'-0" (6)16d TYP. STUDS TYP. DOUBLE TOP PLATE BEAM OR HEADER PER PLAN PROVIDE (2) BEARING STUDS U.O.N. Typical Header Support w/2 Bearing Studs PANEL EDGE NAILING OVER ALL HOEDOWN STUDS HOLDOWN (where occurs) PER PLAN W/ ALL -THREAD TO MATCH A.B. SIZE IN HOLDOWN SCHEDULE SHEARWALL PER PLAN -- NAILING PER SHEARWALL SCHEDULE (typ.) 2x RIM JOIST (2) yl4 CONT. TOP (1 ea. side of a.b.) 1°1e E 14 0 12"oc - E • HORIZ. o :n f4 0 Inc VERT.(dt. bends) X.;.! A35 PER SHEARWALL SCHEDULE VERTICAL GRAIN BLKG. TO MATCH HOLDOWN STUDS (4) 84 INTO EA. BLOCK - JOIST DIRECTION AND SHEATHING PER PLAN Exterior A35 PER SHEARWAU. SCHEDULE VERTICAL GRAIN BLKG. TO MATCH HOEDOWN STUDS (4)84 INTO EACH BLOCK JOIST DIRECTION AND SHEATHING PER PLAN LEAVE ONE END OF - -1' - ` 1 (2) 16d THRU EA. STRAP UNAILED JUST Ir \\ i JOIST OR BLOCK PRIOR TO COVERING SHEARWALL PER PLAN WHERE JOISTS ARE PARALLEL, PROVIDE TJI BLJ(G. 0 48"oc BEAM/HDR. PER PLAN (where occurs) Exterior Floor Framing 10 FULL DEPTH BLOCKING -- W/ Bd 0 6'oc (may be drilled for renting) Ht EA. TRUSS FASCIA PER ARCH. NAILING PER SHEARWALL SCHEDULE SHEARWALL PER PLAN 8"s"k Framing (2) 16d THRU EA. JOIST OR BLOCK WHERE JOISTS ARE PARALLEL, PROVIDE 2x BLKG. 0 48"oc P.T. 2x6 PLATE W/ A.B. PER SHEARWALL SCHEDULE (O.N.O.) (W0 0 48"oc elsewhere) ALL FASTENERS INTO PRESSURE TREATED WOOD SHALL BE GALV. OR STAINLESS STEEL PER GENERAL NOTES at Crawl Space 7 - ----SHEATHING PER PLAN -(8)16d 0 roc STAGGERED !/ AT EACH SIDE OF SPUCE ,/ ELSEWHERE TCP CHORD SPUCE —(2) 16d 0 EA. STUD FULL DEPTH BLKG. - (3)164 EA. BLOCK JOIST AND SHEATHING PER PLAN .4 E PRE-MANUF. TRUSS PER PLAN HEADER/BEAM PER PLAN 11 per arch. -6"max) 6'-0" min. BETWEEN SPLICES SPUCE TO OCCUR AT OF VERT. STUD TYP. 84 0 6"oc ----(2)16d TOENAILS THRU EA. JOIST BEAM PER PLAN POST PER PLAN W/ AC SERIES POST CAP AT TOP AND ABU SERIES POST BASE AT BOTTOM W/ 5/8"0x7' A.B. OR 5/8'0x6' TITEN HD FOOTING SIZE AND REINF. PER PLAN Post Footing at Crawl Space Jordan Jones, PE DRAWN- : 3-27-2019 DESIGN: JPJ JPJ CHECKED: ]PJ APPROVED: ]P) REVISIONS: DPD: REVIEWED FOR CODE COMPLIANCE APPROVED ' JUN 13 2019 City of Tukwila BUILDING DIVISION 8 /- 84 0 6"oc ROOF SHEATHING /-- 2x4 BLKG. W/(2)164 THRU 2x4 OUTRIGGERS LAID FLAT 0 24"oc PER PLAN / TRUSS TOP CHORD EA. END (5)84 FASCIA PER ARCH. A34 (brace to top plate) NAILING PER --' SHEARWALL SCHEDULE "- NOTCH TO LET OUTRIGGER THRU 1 (2)16d THRU OUTRIGGER (6)16d THRU BLOCK INTO BRACE PRE-MANUF. TRUSSES PER PLAN PROJE- CT 11TLE: Boler Addition ARCHITECT: Jeff Bones Enterprises (253) 224-5631 Permit SHEET 'ITU: Wood Details 2x4 ((2)2x4 WHERE LENGTH EXCEEDS RECEiVEn NAIL (2)2x4 W/16d OBRACE 0 '122'oc CITY OF TUKWILA `E 3/4" DATE: GABLE END TRUSS SHEATHED TO MATCH SHEARWALL BELOW MAY 29 2019 •-A35 PER SHEARWALL SCHEDULE Exterior Non—Bearing Wall = 1'-0" U.N.O. August 21, 2018 PERMIT CENTERSHEET NO S71 b /?-a,91 2 N0: OF SHEETS: PROVIDE FREE DRAINING MATERIAL 14 0 12" oc HORIZ. 04 0 18' oc VERT. FOOTING DRAIN BY OTHERS (4) 114 cont. t LEVFI.8ACKFILL 1 1/2" dr. �4 0 2'-0" 1 2 3 4 5 6 7 9 10 11 8 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TI KWILA MAY 29 2019 PERMIT CENTER D/gwOig 12 Jordan Jones, PE 3-27-2019 NIS DRAWN: JPJ DESIGN: JP) CIECKED: JP) APPROVED: ]PJ REVISIONS: DPD: PROJECT TITLE: Boler Addition ARCHITECT: Jeff Bones Enterprises (253) 224-5631 ISSUE: Permit SHEET TTTIE: Wood Details SCALE: 3/4" = 1'-0" U.N.O. DATE: August 21, 2018 WET NO: S2 2 NO: OF SHEETS: