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Permit D17-0126 - PHOU RESIDENCE - DETACHED GARAGE
PHOU GARAGE 11837 44 AVE S EXPIRED 11/26/18 D17-0126 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 3347400525 11837 44TH AVE S PHOU GARAGE DEVELOPMENT PERMIT Permit Number: D17-0126 Issue Date: 11/27/2017 Permit Expires On: 5/26/2018 Owner: Name: Address: Contact Person: Name: PHOU SUNCHEA 11837 44TH AVE S , SEATTLE, WA, 98178 THYDA ROS Address: 13119 DES MOINES MEMORIAL DR S , BURIEN, WA, 98168 Contractor: Name: Address: License No: Lender: Name: OWNER AFFIDAVIT PROPEL INSURANCE Address: 1201 PACIFIC AVE S - SUITE 100 , TACOMA, WA, 98402 Phone: (206) 850-9180 Phone: Expiration Date: DESCRIPTION OF WORK: NEW 1200 SF DETACHED GARAGE Project Valuation: $60,020.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $2,168.86 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA 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: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 1 No Permit Center Authorized Signature: i Ii157'u'iUJI Date: I i Z1 1 I I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached t• this permit. Signature: Print Name: Date: l//27 /7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All. permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ***PUBLIC WORKS PERMIT CONDITIONS*** 11: 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. 12: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 14: 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. 15: 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. 16: 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. 17: Storm drainage system including any infiltration trenches shall comply with the 2016 King County Surface Water Design Manual. Coordinate with the Public Works Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 5090 STORM DRAINAGE 0413 WALL SHEATHING/SHEAR CITY OF TUK ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. JI1 O l2 Project No. p Date Application Accepted: II , 9� 11 Date Application Ex11pires: 01 (For officeLe 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 57 '-7 (� -'�A King Co As or's Tax No.: Site Address: ,o+ / �'i 7n f 1Gtt Suite Floor: Tenant Name: PROPERTY OWNER Name: ,-"(l iu\0cc, 3 Name: 5'6(41. / n O P`trL City: DD V-01 State: Zip,.&/.2 [[D� /�rOO Address:) j8 5 7 / /j f21 ,""_ S. j Email: ._44 _ 4 /2,S� qi.. 01"• Gds-t`— State:l- City:�Ut,k_e,ll lc, Zip572/417 CONTACT PERSON - person receiving all project communication Name: ,-"(l iu\0cc, 3 Address:'3 i l S' r,,,,,,9,' 3.1 s City: DD V-01 State: Zip,.&/.2 [[D� /�rOO C, Pho>2) g5"f%ODFax: Email: ._44 _ 4 /2,S� qi.. 01"• Gds-t`— GENERAL CONTRACTOR INFORMATION Company Name: ll /. - �/t Are iteet-Name: g _ ,6Q 5 7+4_ Address:r Q g /3 pt.( /4_,,e_ 4%1 City: 62 ' ! _ J State: ZipN^8/6 Address: Email: rob WL a_cs b , r- S City:0„47. State: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2012 ApplicationsWermit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: ❑ Yes .. No ARCHITECT OF RECORD Company Name: Lpr,ti Com,, , n a_C Are iteet-Name: g _ ,6Q 5 7+4_ Address:r Q g /3 pt.( /4_,,e_ 4%1 City: 62 ' ! _ J State: ZipN^8/6 Phone.2 i t _v77_3674 v77-3674 Fax: <:-&/ Email: rob WL a_cs b , r- S ENGINEER OF RECORD Company Name: 0 5 s e Engineer Name: pe � A _ et., T��' Address: �o gax 3s --y_. City: pvj , e /I, cite State: Zip: c7 0 3 Phone pts 4'% -z Fax: `/�- Email: 47 470-e- -Pb S 11,14 GGre-S 02j �% � 'G6` LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: p !� -E KSc_12.- Address: (2.,0 i loil_c_ ; ,fib -y /11.„4eFr�'�,L�Ziip:018 City:0„47. State: ,.,v d w l� f Page 1 of 4 BUILDING PERMIT INFORMATL'— 206-431-3670 Valuation of Project (contractor's bid price): $ S d Existing Building Valuation: $ Describe the scope of work (please provide detailed information): .P.&.J (2-00 d Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15` Floor •/i i �9 , 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage i'.; r (A._ Attached Carport Detached Carport ` Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF 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 ❑ ...Water District #125 0 .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑...Highline 0 ...Valley View ❑... Renton ❑ ...Sewer Availability Provided ❑... Renton ❑... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond ❑... 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 0 .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) 0 .. Water Only Meter Size ❑• 0. ❑. ❑. ❑. ❑• Geotechnical Report .. Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) El... Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use — Potential Disturbance ❑... Work in Flood Zone ❑... Storm Drainage .. Abandon Septic Tank .. Curb Cut .. Pavement Cut .. Looped Fire Line ❑ .. Sewer Main Extension Public ❑ .. Water Main Extension Public WO # WO # WO# Private ❑ Private ❑ ❑... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation ❑...Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Number of Public Fire Hydrant(s) Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT APPLICATION NOTES fl 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 0 Signature: Print Name: AUTHORI ENT: Mailing Address: Date: silo( (7 1-14A-0*- * / Day Telephone: C � -7/890 r3l1l City State Zip H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME PH a v G42A G 6 PERMIT # b/-7 - 0/Z6. (J i l �--1 4 41-441 vv So ) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewe(Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $250 (1) soo Soo / ?J- C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards $ 12 (4) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101-1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATIONa (1+4+5) $ 2102 ' The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 17. sn (6) 7. Pavement Mitigation Fee $ 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 1B 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) $ (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 02/21/17 2 $ 0- (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) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ _ Total A through I $ (10) /3 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ J 3 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 $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters , Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017-12.3y2017 Total Fee 0.75 $625 $6Q05 $6630 1 $1125 $11.012.50 $16,137.50 1.5 $2425 7-$39_,025 $32,450 2 $2825 / $48x40 $50,865 3 $4425 / $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 / $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 o/4711 g�2¢/I7 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I PAID PermitTRAK $1,446.70 D17-0126 Address: 11837 44TH AVE 5 Apn: 3347400525 $1,446.70 DEVELOPMENT $1,115.52 PERMIT FEE R000.322.100.00.00 0.00 $1,111.02 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 PUBLIC WORKS $275.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $12.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $12.50 TECHNOLOGY FEE $56.18 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12872 R000.322.900.04.00 0.00 $56.18 $1,446.70 Date Paid: Monday, November 27, 2017 Paid By: THYDA ROS Pay Method: CHECK 2931 Printed: Monday, November 27, 2017 2:26 PM 1 of 1 CPSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PAID $722.16 $722.16 $722.16 $722.16 $722.16 PermitTRAK D17-0126 Address: 11837 44TH AVE S Apn: 3347400525 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11462 R000.345.830.00.00 0.00 Date Paid: Wednesday, May 10, 2017 Paid By: TESSAVAN ROS Pay Method: CHECK 2908 Printed: Wednesday, May 10, 2017 3:48 PM 1 of 1 CAMWSYSTEMS r I II 5' setback H II II I 250'I STAIR a 10'07' single garage door 30' WINDOW 10'x 7' single garage door Existing shed to be removed C m 80' 10' setback 19' 140' 140' Existing Shed (208sgf) 1— Property Line 1.4C10' -->11 10' }< > A 26' Proposed Detached Garage 30'x 40' 1 1200sgf 10' ceiling 7' attic 1 5.5" roof pitch Gutters to splashblocks 1 <--to gravel trench 25' Decommission Septic Tank 41' House 26' 20' 0 Sewer Line 48' 1 1150' These plans have been reviewed by the Public 1 Works Department for conformance with current City standards. Acceptance is subject to errors and 1 omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. _ Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 0 5 10 E 20 40 GRAPHIC SCALE 1°= 20' Project: New Detached Garage Site Address: 11837 44th Ave. S. Tukwila,WA 98178 Date: 10/30/2017 Parcel #: 3347400525 Drawn By: Sunchea Phou Scale: 1"= 20' C CO CC o� CO m m m PB STRUCTURES PETER M BLAKELY, SE WA LICENSE 46754 ROOF LOADS 3.0 ROOFING 2.1 SHEATHING 1.0 MEP 1.0 INSULATION 1.1 MISC 2.8 CEILING 2.0 RAFTERS 1 I 7 Thyda Ros 11837 44th Ave S Tukwila, WA 98178 STRUCTURAL CALCULATIONS 13.0 PSF TO RAFTERS 2.0 BEAMS AND GIRDERS 15.0 PSF TO GIRDERS 20.0 PSF LIVE LOAD 25.0 PSF ROOF SNOW LOAD 25.0 PSF GROUND SNOW LOAD FLOOR LOADS 2.5 FLOORING 3.0 SHEATHING 0.5 MEP 0.7 MISC 2.3 CEILING 1.0 JOISTS 10.0 PSF TO JOISTS 2.0 BEAMS AND GIRDERS 12.0 PSF TO GIRDERS 40.0 PSF TYPICAL LIVE LOAD 60.0 PSF LIVE LOAD ON DECKS WIND LOADS -PER ASCE7-10, CHAPTER 28 - PART 2 ENCLOSED SIMPLE DIAPHRAGM BUILDINGS BASIC WIND SPEED 110 MPH EXPOSURE CATEGOF B TOP. FACTOR Kzt 1 ENCL. CLASSIF. ENCLOSED 26.10 RISK CATEGORY 1 II 1.5.2 ROOF ANGLE 33.7 Slope = 8 : 12 MEAN ROOF HEIGH1 24 FEET Job No. 17025 04.09.17 3La Page: 1 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2017 REF 26.5 26.City of Tukwila BUILDING DIVISION WALL LOADS 2.0 SIDING 2.1 SHEATHING 2.0 INSULATION 0.4 MISC 2.8 GYP BOARD 1.7 STUDS 11.0 PSF EXP 03.17.2019 0.1*LHD 0.4H 3FT MIN 3 9.6 3 EFORE a = 2a = VERTICAL PRESSURES 3 FT 6 FT A= 1 E F G H ps = A * Kzt * ps30 ps30 8.3 -13.1 7.2 -11.3 = 1 * ps30 (exp fac.) ps 8.3 -13.1 7.2 -11.3 ASD FACTOR = 0.6 ps asd 5.0 -7.9 4.3 -6.8 HORIZONTAL PRESSURES OVERHANGS A (Wall C) B (RF C) C (Wall F) D (RF F) Ech Goh ps30 21.6 14.8 17.2 11.8 ps30 -7.6 -8.7 ps 21.6 14.8 17.2 11.8 ps -7.6 -8.7 ps asd _ 13.0 - 8.9 10.3 7.1 ps asd -4.6 -5.2 NS Dim = EW Dim = 30 ft 40 ft CORRECTION brioib RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER PO BOX 354, MAPLE VALLEY, WA 98038 17025 11837 44th Ave S Structural Calcs Pages 1- 4 04.09.2017 425.691.0443 / pete.pbstructures@gmail.com PB, STRUCTURES PETER M BLAKELY, SE • WA LICENSE 46754 Thyda Ros 11837 44th Ave S Tukwila, WA 98178 Job No. 17025 04.09.17 SEISMIC LOADS ASCE 7-12, SECTION 12.14 Page: 2 SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITERIA FOR SIMPLE BEARING WALL OR BUILDING FRAME SYSTEMS SEISMIC DESIGN CATEGORY = D ASD INCREASE FACTOR = 1.2 (12.4.3.3) RISK CATEGORY = 1.5-1 CAN BE COMBINED WITH DOL PER NDS SITE CLASS = B SEISMIC FORCE RESISTING SYSTEM = BEARING WALL R = 6.5 EW, WOOD SHEAR WALL p = 1.0 EXCEPTION A R = 6.5 NS, WOOD SHEAR WALL Eh = p*Qe = Qe LAT. = 47.497049 LONG. = -122.278994 V = Cs*W = ULT ASD le = 1 1.5.2 Cs = Sds/R = 0.13 0.09 Ss= 1.274 S1= 0.496 Cs = Sds/R = 0.13 0.09 Sms= 1.274 Sm1= 0.746 T= 0.02*H= 0.48 (12.8-7) Sds = 0.85 Sd1= 0.497 K = 1.05 ASD LOAD COMBINATIONS 5. (1.0 + 0.14Sds)D + 0.7Qe 6. (1.0+0.105Sds)D + 0.525Qe + 0.75L + 0.75S 8. (0.6-0.14Sds)D + 0.7Qe OVERSTRENGTH ASD LOAD COMBINATIONS 5. (1.0 + 0.14Sds)D + 1.750e 6. (1.0+0.105Sds)D + 1.313Qe + 0.75L + 0.75S 8. (0.6-0.14Sds)D + 1.75Qe WALL ANCHORAGE DESIGN FORCES Fp = 0.4*Ka*Sds*Wp= 0.43 0.30 Fp MIN = 0.2*Ka*Wp= 0.25 0.18 Ka = 1.0 * (Lf/100)= 1.26 Ka MAX= 2 Lf= 26 *Wp *Wp *Wp *Wp E= Eh + Ev (ASD EQ 5 AND 6) E = Eh - Ev (ASD EQ 8) Eh = Qe (12.14-3) (12.14-4) (12.14-5) Ev = 0.2* Sds*D (=0 WHERE Sds <0.125) (12.14-6) OVERSTRENGTH FACTOR Em = Emh + EvN (ASD EQ 5 AND 6) Em = Emh - Ev (ASD EQ 8) Emh = 2.5* Qe (12.14-7) (12.14-8) (12.14-10;12.14.8 - SIMPLIFIED LAT FORCE PROCEDURE ASD V= F*Sds*W/R ASD (12.14-11) Vew = 0.1589 *W 0.11 *W ASD Vns = 0.1589 *W 0.11 *W. (12.14-11 F= 1.1 (2 STORY BUILDING) Fa = 1.1 (SOIL SITE) Sds = 0.67*Fa*Ss= 0.93894 USE 12.4 PROCEDURE PO BOX 354, MAPLE VALLEY, WA 98038 17025 11837 44th Ave S Structural Cala Pages 1- 4 04.09.2017 425.691.0443 / pete.pbstructures@gmail.com P13 STRUCTURES PETER M BLAKELY, SE WA LICENSE 46754 Thyda Ros 11837 44th Ave S Tukwila, WA 98178 Anchor Bolt Capacity (for Sill Plates) Based on www.awc.org/connectors 6" min embedment Parallel to Grain loading PT HF PT DF Bolt Size 2x 3x 4x 2x 3x 4x 1/2" 595 732 732 648 766 766 5/8" 863 1071 1144 928 1185 1197 3/4" 1196 1401 1647 1274 1536 1724 1" 1800 2233 2551 2100 2409 2803 Shear Walls LDF = 1.0 Job No. 17025 04.09.17 Page: 3 NAILS Capacity Mark Shear Panel SIZE SPACING DF HF (SG=0.44) PLATE 1 3/8" Plywood 8d 6 160 154 2X 2 3/8" Plywood 8d 4 240 230 2X 3 15/32" Struct 1 8d 6 280 269 2X 4 15/32" Struct 1 8d 4 430 413 2X 5 15/32" Struct 1 8d 3 550 528 3X 6 15/32 Struct 1 ea side 10d 4 1020 979 3x 7 15/32 Struct 1 ea side 10d 2 1740 1670 3x BOLTS 16D SHEAR TRANSFER A35 SHEAR TRANSFER Mark SIZE SPACING Calc SPACING Calc SPACING 1 0.5 48 9.53125 6 44.9219 48 2 0.5 32 6.35417 6 29.9479 32 3 0.625 32 5.44643 4 25.6696 24 4 0.75 32 3.54651 3 16.7151 16 5 0.75 32 2.77273 2 13.0682 12 6 1 24 1.4951 2@ 3 7.04657 8 7 1 16 0.87644 2@ 2 4.13075 4 NAIL CAPACITY (1.5" SIDE MEMBERS) TOE NAIL CAPACITY (Cm=0.83) SIZE DOUG FIR (SG=0.49) HEM FIR (SG=0.43) DOUG FIR (SG=0.50) HEM FIR (SG=0.43) 8D 95 LBS 84 LBS 79 LBS 70 LBS 10D 118 LBS 102 LBS 98 LBS 85 LBS 16D 138 LBS 122 LBS 115 LBS 101 LBS BASED ON 2012 NDS TABLE 11N Page: 4 PO BOX 354, MAPLE VALLEY, WA 98038 17025 11837 44th Ave S Structural Calcs Pages 1 - 4 04.09.2017 425.691.0443 / pete.pbstructures@gmail.com PB STRUCTURES PETER M BLAKELY, SE WA LICENSE 46754 Thyda Ros 11837 44th Ave S Tukwila, WA 98178 POST CAPACITY CALCULATIONS LDF = 1.0 https://courses.cit.cornell.edu/arch264/calculators/ MATERIAL SIZE 8 FT 9 FT 10 FT 11 FT 12 FT DF #1 2 X 4 643 510 414 343 288 2 X 6 1010 801 650 539 453 2 2 X 4 2921 2348 1924 1603 1355 2 2 X 6 4572 3679 3017 2515 2126 4 X 4 7479 6068 5001 4183 3545 4 X 6 11681 9494 7833 6556 5560 6 X 6 24795 22955 20918 18829 16823 6 X 8 32685 30259 27574 24821 22176 8 X 8 47767 46175 56473 45034 39533 HF#1 2 X 4 571 453 367 304 256 2 X 6 896 711 577 478 402 2 2 X 4 2594 2085 1708 1423 1202 2 2 X 6 4061 3267 2678 2232 1887 4 X 4 6647 5390 4441 3713 3147 4 X 6 10383 8434 6956 5821 4935 6 X 6 20791 19146 17350 15541 13830 6 X 8 27407 25237 22871 20486 18230 8 X 8 40361 38918 37189 35184 32953 Note: Verified by comparision AWC Table M4.5 -2a Job No. 17025 04.09.17 PO BOX 354, MAPLE VALLEY, WA 98038 17025 11837 44th Ave S Structural Calcs Pages 1- 4 04.09.2017 425.691.0443 / pete.pbstructures@gmail.com MINIMUM DESIGN LOADS Main Wind Force Resisting System — Method 2 h<-60ft. Figure 28.6-1 Design Wind Pressures Enclosed Buildings Walls & Roofs .es: Pressures shown are applied to the horizontal and vertical projections, for exposure B, at h-30 ft (9.1 m). Adjust to other exposures and heights with adjustment factor X. The load pattcros shown shall be applied to each corner of the building in turn as the reference comer. (See Figure 28.4-1) For Case B use 0 in 0°. Load cases 1 and 2 must be checked for 25° < B 5 45°. Load case 2 at 25° is provided only for interpolation between 25° and 30°. Plus and minus signs signify pressures acting toward and away from the projected surfaces, respectively. For roof slopes other than those shown, linear interpolation is permitted. The total horizontal Toad shall not be less than that determined by assuming ps a 0 in zones B & D. Where zone E or G falls on a roof overhang on the windward side of the building, use EOt and Gott for the pressure on the horizontal projection of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). it: Mean roof height, in feet (meters), except that cave height shall be used for roof angles <10°. & Angle of plane of roof from horizontal, in degrees. 303 CHAPTER 28 WIND LOADS ON BUILDINGS-MWFRS (ENVELOPE PROCEDURE) Main Wind Force Resisting System - Method 2 h<_60ft. Figure 28.6-1 (cont'd) Design Wind Pressures Enclosed Buildings • Walls & Rodfs Simplified.Design Wind Pressure , PS30 (pSf) (Exposure Bath = 30 ft. with 1= 1.0 Basic Wind Speed (mph) Roof Angle (degrees) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F G H EOr+ G. 0 to 5' 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10' 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 -323 -253 15° 1 24.1 -8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 110 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -253 25' 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 -7.9 -1.1 30 to 45 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 21.6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 -7.6 -8.7 0 to 5' 1 21.0 -10.9 13.9 -6.5 -25.2 -14.3 -17.5 .- -11.1 -35.3 -27.6 10' 1 23.7 -9.8 15.7 -5.7 -25.2 -15.4 -17.5 -11.8 -35.3 -27.6 15° 1 26.3 -8.7 17.5 -5.0 -25.2 -16.5 -17.5 -12.6 -35.3 -27.6 115 20° 1 29.0 -7.7 19.4 -4.2 -25.2 -17.5 -17.5 -13.3 -353 -27.6 25' 1 26.3 42 19.1 4.3 -11.7 -15.9 -8.5 -12.8 -21.8 -18.5 -8.7 -12 30 to 45 1 23.6 16.1 18.8 12.9 1.8 -14.3 0.6 -12.3 -8.3 -9.5 2 23.6 16.1 18.8 12.9 9.1 -7.1 7.9 -5.0 -8.3 -9.5 0 to 5' 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 ' -38.4 -30.1 10' 1 25.8 -10.7 17.1 -6.2 -27.4 -16.8 -19.1 -12.9 -38.4 -30.1 15' 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38A -30.1 120 20° 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 25' 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -92 -13.9 -23.7 -202 -9.4 -1.3 -6.0 ---- ----- 30 to 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 ' -9.0 -103 - 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 -103 0 to 5' 1' 26.8 -13.9 17.8 ' -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -353 10' 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 -15.1 -45.1 -35.3 15° 1 33.7 -112 22.4 -6.4 -32.2 -21.0 -22.4 -16.1 -45.1 -35.3 130 20' 1 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25' 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -16.4 -27.8 -23.7 30 to 45 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 ' 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -64 -10.6 -12.1 0 to 5' 1 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 10' 1 35.1 -14.5 23.3 -8.5 -37.3 -22.8 -26.0 -17.5 -52.3 -40.9 15' 1 39.0 -12.9 26.0 -7.4 -37.3 -24.4 -26.0 -18.6 -52.3 -40.9 140 20' 1 43.0 -11A 28.7 ,-6.3 -37.3 -26.0 -26.0 -19.7 -52.3 -40.9 25' 1 39.0 6.3 28.2 6.4 -17.3 -23.6 -12.5 -19.0 -323 -27.5 2 --- --•- ----• ----- -6.6 -12.8 -1.8 -82 30 to 45 1 35.0 23.9 27.8 19.1 2.7 -21.2 0.9 -18.2 - -12.3 _.- -14.0 2 35.0 23.9 27.8 19.1 13.4 -10.5 11.7 -7.5 -12.3 -14.0 0 to 5' 1 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60A -47.0 10' 1 40.2 -16.7 26.8 -9.7 -42.9 -26.2 -29.8 -20.1 -60.0 -47.0 15' 1 44.8 -14.9 29.8 -8.5 -42.9 -28.0 -28.8 -21.4 -60A -47.0 150 20' 1 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 25° 1 44.8 72 32.4 7.4 -19.9 -27.1 -14.4 -21.8 37.0 -31.6 2 --- ----- --- ---- -7.5 -14.7 -2.130 to 45 1 40.1 27.4 31.9 22.0 3.1 -24.4 1.0 -20.9 -14.1 -16.1 2 40.1 27.4 31.9 22.0 15.4 -12.0 13.4 -8.6 -14.1 -16.1 Unit Conversions -1.0 ft = 0.3048 m; 1.0 psf = 0.0479 kN/m2 304 MINIMUM DESIGN LOADS Main Wind Force Resisting System - Method 2 Figure 28.6-1 (cont'd) I Design Wind Pressures h 5 60 ft. Enclosed Buildings Walls & Roofs Simplified Design Wind Pressure, 10530 (psf) (Exposure6 ath =30 ft. Basic Wind Speed (mph) Roof Angle (degrees) load Case Zones Horizontal Pressures Vertical Pressures Overhangs A 8 C 0 E F G H Ear Gar 30 0 to 5° 1 40.6 -21.1 26.9 -12.5 -48.8 -27.7 -34.0 -21.5 -68.3 -53.5 1.12 10' 1 45.8 -19.0 30.4 -11.1 -48.8 -29.8 -34.0 -22.9 -68.3 -53.5 1.62 15' 1 51.0 -16.9 34.0 -9.6 -48.8 -31.9 -34.0 -24.3 -68.3 -53.5 160 20' 1 56.2 -14.8 37.5 -8.2 -48.8 -34.0 -34.0 -25.8 -68.3 -53.5 25° 1 2 50.9 ------ 82 ----- 36.9 -- 8.4 -22.6 -30.8 -16.4 -24.8 -42.1 -35.9 ----- -8.6 -16.8 -2.3 -10.7 --30 30 to 45 1 45.7 31.2 36.3 25.0 3.5 -27.7 1.2 -23.8 -16.0 -18.3 2 45.7 31.2 36.3 25.0 17.6 -13.7 152 -9.8 -16.0 -18.3 0 to 5' 1 51.4 -26.7 34.1 -15.8 -61.7 -35.1 -43.0 -27.2 -86.4 -67.7 10' 1 58.0 -24.0 38.5 -14.0 -61.7 -37.7 -43.0 -29.0 -86.4 -67.7 15° 1 64.5 -21.4 43.0 -12.2 -61.7 -40.3 -43.0 -30.8 -86.4 -67.7 180 20° 1 71.1 -18.8 47.4 -10.4 -61.7 -43.0 -43.0 -32.6 -86.4 -67.7 25' 1 64.5 10.4 46.7 10.6 -28.6 -39.0 -20.7 -31.4 -53.3 -45.4 2 -- -- ---- -10.9 -21.2 -3.0 -13.6 -- -- - 30 to 45 1 57.8 39.5 45.9 31.6 4.4 -35.1 1.5 -30.1 -20.3 -232 2 57.8 39.5 45.9 31.6 222 -17.3 19.3 -12.3 -20.3 -232 0 to 5° 1 63.4 -32.9 42.1 -19.5 -76.2 -43.3 -53.1 -33.5 -106.7 -83.5 10' 1 71.5 -29.7 47.6 -17.3 -76.2 -46.5 -53.1 -35.8 -106.7 -83.5 15° 1 79.7 -26.4 53.1 -15.0 -76.2 -49.8 -53.1 -38.0 -106.7 -83.5. 200 20° 1 87.8 -232 58.5 -12.8 -76.2 -53.1 -53.1 -40.2 -106.7 -83.5 25° 1 79.6 - 12.8 57.6 13.1 -35.4 -48.2 -25.6 -38.7 -65.9 -56.1 2 ---- -13.4 -26.2 -3.7 -16.8 --- -- - 30 to 45 1 71.3 48.8 56.7 39.0 5.5 -43.3 1.8 -37.2 -25.0 -28.7 2 71.3 48.8 56.7 39.0 27.4 -21.3 23.8 -15.2 -25.0 -28.7 Adjustment Factor for Building Height a Mean roof height (ft) Exposure B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 _ 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Unit Conversions -1.0 ft = 0.3048 m; 1.0 psf = 0.0479 kN/m2 305 "USGS Design Maps Summary Report User -Specified Input Report Title Thyda Ros Garage Mon April 10, 2017 00:33:36 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.79704°N, 122.27899°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III .PORT CAUDLEREFIRV s TIION (CARPORT 1 - .ynnwgad y ., i Edn'I andsI USGS-Provided Output Ss = 1.274 g SI = 0.496 g ss;, Bothell 'Sh oreIine- SMS= 1.274g SM3 = 0.746 g Sos = 0.850 g S01 = 0.497 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. rn h MACER Response Spectrum Period. T (sec) adv ae1 ass 0.03 Oes;gn Response' Spectrum 1135 az; an! Q°? Q03 For PGAM, T„ CRS, and CR1 values, please view the detailed report. am QM u3 1107 aai 1.03 1.21 1.40 1.07 1.03 207 Period. T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. C7�as 1/ 3 7 yyr7AS \/1 y 2 l 2e.37y 'W O )e 140 Y 1 Z = ) H r cloy l: 1 1 = +,L 3 e 4 C> G `t7 171) c) '3 14, s -c-© v.t# 3Lfr ccD =- 3f,ce, r2rc3 t ©, 7 �� 3e- 2 2es1 t�til e2:74 .0 r I). W 1'v� 6_ G „ Tv LiCG� w = If G. C. c -340. 96v P » s r + svy_ , 4,_ s/il- iS`o Hvc.? G. y 2,714 ca G LI 2, ?t/G2 116.4 4 4.0 Lt./ FL-e6w02,- z---( � f r -c pa + _. $i . V t` •S ) 11.11 `-32-`15:°/, yv„- ):e.3 St,; tri t t-� s c 44 19, CJ t_.t tr '7•(t-? 6,4 e- Ems+ wp L L L$ `-)61-//a c.7i -1 = 11 G G le; 0t Iv) -- j1-3)�-�)� se I14.7S212 ! y,sI,'' / C 1 `-5 ! a ; I t ) //ca ,� ! 14.+ • 7 rC1i L r,✓ 3' N1. t "tc-r G), �r 0Lr� ' ,4ur 1 12 52 L153D/2, G /1i = 'Z146. f 23'S� = y'-- 7 El/ o 7/ (2c2, 2.31) ``3 3 7-7 /\-4 V i SZ 11 `! e j 4 ;• 1G' Ic)' .7 et5 61, g • 71t +. G erg 34I , Z5\937-157 c3:2 3 f 23 37 ) f. coti ►9P x I ►Pc2-3T TA V) 1.4.1,1 221 12- 2 ) C„./Z I frew 3. F U7M -; ' 0G)i0. N C:) zic1.1 yW ai = X334 N \ s*V-a- = ) L 4 fi /cse:tt CsiS 3 ..c) 7?• 'Z 6.2c.)41/1 frb Y `t + 2! GG � t J � 7 �1 75 3U G' 22.457/ z - 771.)5 ) I - si-- D ) 0 tct'2S �s3 � 7-4% o'Yl-` 1 t'J A 14- (2K r. 3 as z 2 ®- e-v-rxdi (C,C,) ? ei-k2 1 G r2 LVL" I 72 11 qL/7AvgS aclv9. x'17 yo/4Gc 10 t,✓ = Cl r G 3 :/ i v j 1i/0 t ! - 3e.,) j W 7 G edt✓ = 1-'a 1'4 !4 ;1777 1.--, /1 3 I`�► !� + ---4_4)q ti - 46, �+ t 2&' I'54 1 yr 12 I— t 9)E t i >I 10/1/2018 City of Tukwila Department of Community Development THYDA ROS 13119 DES MOINES MEMORIAL DR S BURIEN, WA 98168 RE: Permit No. D17-0126 PHOU GARAGE 11837 44TH 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 11/26/2018. Based on the above, you are hereby advised to: 1) Call 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 11/26/2018, 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, Rache le Ripley I Permit Technician File No: D17-0126 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 3, 2018 O City of Tukwila Q Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Sunchea Phou 11837 44th Ave S Tukwila, WA 98178 RE: Request for Extension #2 Permit Number D17-0126 (Correction in the permit number) Dear Sunchea Phou, This letter is in response to your written request for an extension to Permit D17-0126. 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 through November 26, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, achelle Ripley Permit Technician File: Permit No. D17-0126 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov May 3,2018 0 City of Tukwila 0 Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Sunchea Phou 11837 44th Ave S Tukwila, WA 98178 RE: Request for Extension #2 Permit Number D1--0126 Dear Sunchea Phou, This letter is in response to your written request for an extension to Permit D16-0126. 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 through November 26, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D16-0126 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov 0 0 Rachelle Ripley From: Sunchea Phou <sunchea@yaywallet.com> Sent: Wednesday, April 18, 2018 4:09 PM To: Rachelle Ripley Subject: Building Permit Extension Request Hello Rachelle, I just talk to you on the phone a few minutes ago. I would like to request an extension of the building permit #: D17- 0126 (NEW 1200 SF DETACHED GARAGE). I decide to move and sell my house. My potential buyer wants to continue with the building project. I hope the house sale can be finalized soon but the permit is due to expire next month. I greatly appreciate if you can extend the permit and thank you for your help. I'm looking forward to your reply. Best Regards, Sunchea Phou Address: 11837 44th Ave. S. Tukwila, WA 98178 Cell: 206-852-8589 Request for Exte sior_ # 4 Current Expiration Date: "J I.�1 I g Extension Request: II I Approved for f U days Denied (provide explanation) I 1 Signature/initials.0"-- 4/2/2018 City of Tukwila Department of Community Development THYDA ROS 13119 DES MOINES MEMORIAL DR S BURIEN, WA 98168 RE: Permit No. D17-0126 PHOU GARAGE 11837 44TH AVE S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a fmal 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 5/26/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal 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 5/26/2018, 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, Rachelle Ripley Permit Technician File No: D17-0126 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 9, 2017 Thyda Ros 13119 Des Moines Memorial Dr. S Burien, WA 98168 RE: Request for Application Extension #1 Permit Number D17-0126 Dear Ms. Ros, This letter is in response to your written request for an extension to Application Number D17-0126. 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 through May 10, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, --WPRrAl Bill Rambo Permit Technician File: Permit No. D17-0126 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Thyda Ros <thydaros@gmail.com> Sent: Wednesday, November 8, 2017 8:40 AM To: Bill Rambo Subject: Deadline extension request, D17-0126 Dear Bill, I would like to request an extension while waiting for an approval from the city. I have submitted the revision requested and is still under review. Thank you in advance for your consideration. Thyda Ros Request for Extension # f Current Expiration Date: Extension Request: (/ Approved for days Denied (provide explanation) Signature/Initials4/ RECEIVED CITY OF TUKWIL.I NOV 0 8 2011 PERMIT CENTER 1 August 25, 2017 0 4 City of Tukwila Department of Community Development THYDA ROS 13119 DES MOINES MEMORIAL DR S BURIEN, WA 98168 RE: Correction Letter # 2 DEVELOPMENT Permit Application Number D17-0126 PHOU GARAGE - 11837 44TH AVE S Dear THYDA ROS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Habitable space, including playrooms, must be heated. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Gravel trench shown on your site plan is too close to adjacent properties. Revise you site plan to show gravel trench at least 25 feet from adjacent properties. See Appendix 'C' (Simplified Drainage Requirements) - 2016 King County Surface Water Design Manual — enclosed for your information. 2. Public Works fees apply to this permit. See Public Works fee estimate sheet enclosed for your information. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0126 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 May 18, 2017 City of Tukwila Department of Community Development THYDA ROS 13119 DES MOINES MEMORIAL DR S BURIEN, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D17-0126 PHOU GARAGE - 11837 44TH AVE S Dear THYDA ROS, 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: KC ELLIS at (206)-431-3677 if you have questions regarding these comments. • Provide: 1. Minimum design criteria, wood and concrete general notes 2.Identify the use of the second floor, 3. 2nd floor framing plan, 4. Clarify the 8x8 wood posts as PT, 5. lateral bracing analysis stamped by a Washington State registered engineer or 25' maximum for seismic zone D2, 6. guard detail for the 2nd floor openings around the stairway, 7. handrail details for the 2nd floor stairway, 8. stairway illumination details per R303.7, 9. Correct elevation dimensions at wall sections 1, 2, and 3 shown on A4 to be consistent with the elevation plans on A2, 10. Clarify heated or unheated spaces, 1 l.footing drain detail and/or infiltration trench details and/or storm connection. PLANNING DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • 1. Please clarify the use of second floor above the garage. 2.Please provide a site plan showing dimensions of the existing house, any sheds, and the proposed garage. Also include dimensions of any paved area. This information is required to calculate building footprint and impervious surface calculations. 3. Provide height dimensions from the finished grade to the mid -point of the sloped height. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • 1. Show & label on a Civil plan sheet (Min. 11" x 17"); the storm drainage system for downspout control. Storm Drainage shall be per the 2016 King County Surface Water Design Manual. 2. Show & label on a Civil plan sheet (Min. 11" x 17"); any power and/or utilities for the proposed detached garage. 3. All utilities including power are required to be underground, per City of Tukwila ordinance. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-366.5 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. D17-0126 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 0 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwilat7a tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: May 17, 2017 PROJECT: Phou Detached Garage at 11837 44th Ave. South 1st Review Comments PERMIT NO: D17-0126 Clktin PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. david.mcpherson(c�tukwilawa.gov 1. Gravel trench shown on your site plan is too close to adjacent properties. Revise you site plan to show gravel trench at least 25 feet from adjacent properties. See Appendix 'C' (Simplified Drainage Requirements) - 2016 King County Surface Water Design Manual — enclosed for your information. 2. Public Works fees apply to this permit. See Public Works fee estimate sheet enclosed for your information. Page 1 of 1 PERMIT COORD COPY ° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0126 DATE: 10/31/17 PROJECT NAME: PHOU GARAGE SITE ADDRESS: 11837 44TH AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ bt`ik .9'u/ C, � —)--`1 Public Works St Fire Prevention Structural k,oe M' loll I� Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 11/02/17 Structural Review Required REVIEWER06 INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/30/17 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER6 INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 0 0 PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0126 PROJECT NAME: PHOU GARAGE SITE ADDRESS: 11837 44 AVE S Original Plan Submittal X Response to Correction Letter # 1 DATE: 08/10/17 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Ams ASC Building Division CovQ ublic Works Fire Prevention Structural El 1.4t).2) C©tIP_ Planning Division ❑ Permit Coordinator le PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/15/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 09/12/17 n Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only Q,''7 CORRECTION LETTER MAILED: V - 1 Departments issued corrections: Bldg 0 Fire 0 Ping PW Staff Initial 12/18/2013 pPERMiT COORD COPY p PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0126 DATE: 05/12/17 PROJECT NAME: PHOU GARAGE SITE ADDRESS: 11837 44TH AVE S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Com 12_ S-6"-17 ,14" A/,- 516.9 Building Division Fire Prevention ae Structural Nle Co rq__ STS`] -17 Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/16/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/13/17 Approved Corrections Required ❑ Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: E' -k -11 Departments issued corrections: B1dg4-- Fire 0 Ping PW Staff Initials: I TL. 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D17-0126 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVEL CITY OF TUKWIL. OCT 3 1 2UJ PERMIT CENTE z Project Name: Phou Garage Project Address: 11837det44 Ave s Contact Person: // eS Phone Number: ( Summary of Revision: E C-ce tied tifq ( "lei p %f tit'; ', Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on l0 (3 / (17 \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: 0 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the nzail, fax, etc. Date: G/ I 7 Plan Check/Permit Number: D17-0126 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 RECEIVED CITY OF TUKWILA ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner AUG 1 0 2017 Project Name: Phou Garage Project Address: 11837 44 Ave S PERMIT CENTER Contact Person: Phone Number: (c ' AV ''%cfO Summary of Revision• oZM4 f Lw r is 1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 9 -to -i 7 Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: 0 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplanPci.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: V1-- 0 \'2-4 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 17-f VD/q- [please print name] , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit..I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number / Z, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. alWagr' Owner/O. 'ner's Agent* `‘\\‘\\\\1111111 G�tL1. R/,ohs ,;gg10 ,,,,, =� ? � pN ..dr day of 14 vrV'1Q4( ,2014. • e ``c' -17S 2,,,,,,,,,, Ogib ~ 'lull O� WASH\� NOTARY PUBLIC in nd for he State of Washington 111111\\\‘‘•\\ Signed and sworn to before me this Residing at Name as commissioned: My commission expires: 18.27.090 Exemptions. The registration provisions of this 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 46.70 RCW who shall warranty service and repairs under chapter 46.70 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; ro. 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 chapter do not apply to: by a registered contractor; ii. 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 electricalcontractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform.plumbing work that is incidentally, directly, and immediately appropriate to the like -in-kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. " Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. GENERAL NOTES 1 UCENSE. 2. WHEN SMD B4M CONSULTING LLC PROVIDES YOU WITH PURCHASED PLANS YOU ARE THEREBY GRANTED, SUBJECT TO THESE TERMS AND, IF APPLICABLE, ANY DESIGNER AGREEMENT, A LIMITED, NON-EXCLUSIVE LICENSE ( "LICENSE" ) TO USE THE PLANS TO BUILD THE STRUCTURE DEPICTED IN THE PLANS (THE "PROJECT" ) ONE TIME AND ONE TIME ONLY; AND TO MODIFY AND REPRODUCE THE PLANS SOLELY TO THE EXTENT REQUIRED FOR PURPOSES OF SATISFYING YOUR SPECIFIC NEEDS AND/OR TO MEET THE REQUIREMENTS OF YOUR SPECIFIC STATE AND LOCAL BUILDING CODES, ORDINANCES OR REGULATIONS IN COMPLETING THE PROJECT. IN ADDITION TO ANY OTHER REQUIREMENTS SET FORTH IN THESE TERMS AND, IF APPLICABLE, ANY DESIGNER AGREEMENT, YOU AGREE TO COMPLY WITH THE FOLLOWING RESTRICTIONS, REQUIREMENTS AND CONDITIONS TO WHICH THE LICENSE IS SUBJECT: A.YOU MAY NOT ASSIGN, SUBLICENSE OR TRANSFER THE LICENSE. B. YOU MAY NOT RE -USE THE PLANS (E.G., FOR BUILDING ANY ADDITIONAL HOME(S)), WITHOUT THE PRIOR WRITTEN CONSENT OF SMD B;M CONSULTING LLC, WHICH CONSENT SHALL REQUIRE PAYMENT OF A REUSE FEE AND MAY BE SUBJECT TO ADDITIONAL CONDITIONS, AS SPECIFIED BY SMD B;M CONSULTING LLC. C.YOU SHALL NOT, AND SHALL NOT AUTHORIZE OR PERMIT ANYONE ELSE TO, SELL, REDISTRIBUTE OR PUBLISH THE PLANS, OR OTHERWISE DISCLOSE THE PLANS TO ANYONE OTHER THAN CONTRACTORS, CONSULTANTS, LENDERS OR GOVERNMENTAL AGENCIES ON A "NEED TO KNOW" BASIS AS REASONABLY REQUIRED FOR THE PURPOSE OF BUILDING A SINGLE HOME OR REMODEL SUBJECT TO THE LICENSE. D: YOU MAY NOT CREATE DERIVATIVE WORKS BASED ON THE PLANS OTHER THAN SUCH MODIFICATIONS AS MAY BE REQUIRED FOR YOUR OWN USE IN BUILDING A SINGLE HOME IN ACCORDANCE HEREWITH. E. YOU AGREE THAT YOU WILL HAVE THE PLANS REVIEWED AND APPROVED BY A LOCAL PROFESSIONAL DESIGNER OR ENGINEER BEFORE THE START OF ANY CONSTRUCTION. F. YOU AGREE THAT YOU WILL MAINTAIN, AND WILL CAUSE YOUR BUILDER AND OTHER CONTRACTORS INVOLVED IN THE PROJECT TO MAINTAIN, SUFFICIENT UABIUTY AND OTHER INSURANCE COVERAGES WITH INSURANCE COMPANIES LICENSED IN THE APPLICABLE LOCATIONS, AS REQUIRED TO COVER ALL OF YOUR OBLIGATIONS UNDER THESE TERMS AND APPLICABLE LAWS. 1. BUILDER'S RESPONSIBIUTIES. YOU ACKNOWLEDGE AND AGREE THAT: (I) THE FOLLOWING ITEMS ARE YOUR BUILDER'S AND YOUR RESPONSIBILITIES; (II) YOU WILL USE YOUR BEST EFFORTS TO CAUSE YOUR BUILDER TO FULFILL SUCH RESPONSIBILITIES; AND (III) SMD B;M CONSULTING LLC AND ITS DESIGNERS SHALL HAVE NO RESPONSIBILITY OR LIABILITY WITH RESPECT TO SUCH ITEMS: A.THE BUILDER IS RESPONSIBLE FOR ASSURING THAT ALL WORK IS IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE NATIONAL, STATE, AND LOCAL BUILDING CODES, CONSTRUCTION INDUSTRY STANDARDS AND OTHER APPLICABLE LAWS. B. THE BUILDER IS RESPONSIBLE FOR OBTAINING THE REQUIRED PERMITS AND INSPECTIONS FROM LOCAL GOVERNMENTAL AGENCIES. C.THE BUILDER IS RESPONSIBLE FOR CHECKING THE PLANS PRIOR TO CONSTRUCTION TO VERIFY ALL DIMENSIONS AND DETAILS FOR OVERALL ACCURACY APPROPRIATE TO THE LOCAL CONDITIONS. D. THE BUILDER IS RESPONSIBLE FOR WORKING WITH YOU ON DECISIONS FOR THE FINAL SELECTION OF MATERIALS SUCH AS MASONRY, FLOOR JOISTS, LUMBER, STRUCTURAL MEMBERS, CONSTRUCTION PANELS, ROOFING, ETC., ALL OF WHICH CAN CREATE VARIATIONS IN DIMENSION AND DETAILS. E. THE BUILDER IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PRACTICES WHICH WILL RESULT IN A STRUCTURALLY SOUND AND WEATHERPROOF FINISHED PRODUCT. F. THE BUILDER IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, SEQUENCING, TECHNIQUES, AND SAFETY ON THE JOB SITE OF CONSTRUCTION WORKERS AND THIRD PARTIES. G. THE BUILDER IS RESPONSIBLE FOR ASSURING THAT ALL MATERIALS, EQUIPMENT AND COMPONENTS ARE NEW AND OF GOOD QUALITY. H. THE BUILDER IS RESPONSIBLE FOR ASSURING THAT ALL MANUFACTURED ARTICLES, MATERIAL, AND EQUIPMENT ARE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, ADJUSTED, OPERATED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS. THE BUILDER MUST FOLLOW ALL INSTRUCTION TO SUSTAIN AND PRESERVE ALL EXPRESSED OR IMPLIED WARRANTIES AND GUARANTEES. IT IS THE RESPONSIBILITY OF THE BUILDER TO ASSURE THAT ALL MATERIALS, EQUIPMENT AND COMPONENTS ARE NEW AND OF GOOD QUALITY. 2. THE PLANS DO NOT HAVE AN ARCHITECTURAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES TO CONSULT THE LOCAL BUILDING OFFICIAL WHO CAN TELL YOU IF A REVIEW OF THE PLANS BY A LICENSED DESIGNER OR ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAY NEED TO OBTAIN PERMITS OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. GENERAL NOTES 1. PROJECT NOTES 1. THE ARCHITECTURAL DESIGN IS DONE IN COMPLIANCE TO IRC 2015, INTERNATIONAL RESIDENTIAL CODE 2015 ; 2015 WSEC. 2. ALL THE DIMENSIONS IN THIS PLANS SHALL BE CHECKED ON SITE BY BUILDER. 3. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE DURING CONSTRUCTION AT ALL SITES. 4. ALL SITE VISITS AND CONSTRUCTION INSPECTIONS REQUIRED BY THE CITY WHERE THE PROJECT IS LOCATED ARE TO BE SCHEDULED AND DONE BY THE BUILDER. 5. ALL REQUIRED DEMOLITION SPECIFIED IN THE PLANS SHALL BE REVIEWED AND APPROVED BY THE LOCAL BUILDING OFFICIAL, THE ENGINEER ; THE BUILDER,PRIOR TO ANY CONTRACTOR TO START WORK AT THE JOB SITE. 6. IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE LUMBER SUPPLIER IT SHALL BE THE BUILDER'S RESPONSIBILITY TO USE THE SUPPLIER ENGINEERED ROOF FRAMING PLAN. 1. ABBREVIATIONS: FFE - FINISHED FLOOR ELEVATION FCH - FINISHED CEILING HEIGHT RRH - ROOF RIDGE HEIGHT NGL - NATURAL GROUND LEVEL SL - SLAB LEVEL 8. CHECK DOUBLE HEADER HEIGHT OF 80"ABOVE FFE. IN EACH LEVEL. 9. CHECK ROUGH OPENING ON ALL WINDOWS TO BE REPLACED. 10. ALL WINDOW DOOR ROUGH OPENINGS DIMENSIONS ARE ON CENTER (O.C.) (SHEETS INDEX SW. DESCRIPTION DATE FP- FRONT PAGE 03/02 Al PROPOSAL FLOOR PLAN 03/02 A2 PROPOSAL ELEVATIONS 03/02 .43 PROPOSAL SECTIONS 03/02 A4 DETAILS 03/02 Si FOUNDATION ; FRAMING PLANS 03/02 1 LOCATION SYMBOL LEGEND SHEE FLOOR PLAN SCALE +0'.00 FFE ELEVATION NEW WALL EXISTING WALL WALL TO IBE REMOVED C 7 SCOPE OF WORK I. PROJECT NOTES 1. FRONT ENTRANCE ADDITION ON THE SE CORNER OF AN EXTRA 48 SF. ; NEW COAT CLOSET ; NEW LAYOUT OF FRONT ENTRANCE. 2. NEW DETACHED TWO STORY GARAGE 30X40 WITH CONCRETE SLAB ' LIGHT WOOD FRAMING. GENERAL NOTES: SHED 2e8 0 5' SETBACK DECOMISS ION SEPTIC TANK SHED 180 0 i 5' SETBACK SITE DATA: LOT AREA: 14,000 SF ZONING: LDR 6.1 U/AC LOT COVERAGE: IMPERVIOUS AREA: HOUSE FOOTPRINT = 1010 SF DETACHED GARAGE = 1200 SF SHED TO BE DEMOLISHED = ( 180) SF SHED 14X14 IN THE BACK = 208 SF TOTAL BUILT = 2,298 SF ALL CONSTRUCTION TO COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE. USE DIMENSIONS SHOWN ON PLANS. DO NOT SCALE DRAWINGS, REPRODUCTION HAS ALTERED SCALE. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION CONTACT DESIGNER FOR CLARIFICATION OR ADDITIONAL SPECIFICATIONS. IF STRUCTURAL ENGINEERING IS REQUIRED, ENGINEERS "NOTES" AND "DETAILS SHALL SUPERSEDE THESE PLANS. CONTACT DESIGNER OR ENGINEER FOR ADDITIONAL INFORMATION OR CLARIFICATION. ADDRESS TO BE POSTED AND VISIBLE AT CONSTRUCTION SITE - DESIGN LOAD CRITERIA; FLOOR LOAD - 40 PSF LIVE LOAD; 15 PSF DEAD LOAD ROOF LOAD - 25 PSF LIVE LOAD; 10 PSF DEAD LOAD; 5 PSF CEILING LOAD STAIR LIVE LOAD - 100 PSF DECK LIVE LOAD - 60 PSF WIND - 20 PSF EARTHQUAKE ZONE - 3 ALLOWABLE SOIL PRESSURE 1,500 PSF SEISMIC DESIGN CATEGORIES ESTABLISHED: SITE IS CATEGORY D PIERCE COUNTY EAST OF PUGET SOUND IS CATEGORY Dl. GIG HARBOR, KEY PENINSULA, AND ISLANDS., IN PUGET SOUND ARE CATEGORY D2. FOUNDATIONS: UNLESS OTHERWISE NOTED, ALL SLABS ON GRADE SHALL BE 3,000 PSI CONCRETE (28 DAY COMPRESSIVE STRENGTH) OVER 4" THICK SAND OR GRAVEL FILL WITH FIBERMESH REINFORCING. INTERIOR SLABS SHALL BE PLACED OVER 2" OF SAND WITH EITHER MOIST STOP MOISTURE BARRIER OR 6 MIL THICK POLYETHYLENE PLACED UNDER SAND. PROVIDE 112' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE +SLABS AND ABUTTING CONCRETE OR MASONRY WALLS OCCURRING I'L EXTERIOR OR UNHEATED SPACES. STANDARD FOUNDATION DIMENSIONS, SPECIFICATIONS AND DEPTH BELOW GRADE ARE SHOWN ON PLANS, CONTACT LOCAL BUILDING OFFICIALS FOR ADDITIONAL REQUIREMENTS FOR RE -BAR SPACING AND FROST LEVELS ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A1512, GRADE O.FY - 40,000 PSI DESIGN, FB 16000 PSI, ASTM MASONRY VENEER SHALL SUPPORT NO LOAD OTHER THAN IT'S OWN WEIGHT AND THE VERTICAL DEAD LOAD OF VENEER ABOVE ASSUMED ALLOWABLE SOIL BEARING VALUE 1,500 PSI. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE THE ADJACENT GRADE. FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT IN 10 FEET SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATION IS LEVEL ALL WOOD PLATES DIRECTLY IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FRAMING LUMBER (MINIMUM DESIGN CRITERIA) WALL STUDS, PLATES AND OTHER GENERAL FRAMING: HEM/FIR STD;BTR. HEADERS AND BEAMS: DOUG. FIR #2 FLOOR JOISTS: HEM/FIR #2 ROOF RAFTERS: HEM/ FIR #2 DOUBLE HEADERJOISTS AND TRIMMERS AT ALL FLOOR OPENINGS DOUBLE ALL JOISTS UNDER PARALLELING WALLS OR PARTIONS. (20X100}+(80X150) = 14,000 SF 14,000 X 35% = 4,900 SF TOTAL LOT COVERAGE = 4,900 SF HOUSE FOOTPRINT DETACHED GARAGE SHED TO BE DEMOLISHED SHED 14X14 IN THE BACK PERCENTAGE IMPERVIOUS 2,298 / 14,000 = % 2,298/ 14,000 = 14% BUILDING HEIGHT: = 1010 = 1200 = ( 180) = 208 TOTAL BUILT = 2,298 SF PERCENTAGE 2,298 / 14,000 = % LOT COVERAGE 2,298 (14%) < 4,900 F BUILDING HEIGHT 30' + 5' SITE IS FLAT ROOF HAS 6:12 PITCH HEIGHT AT /2 SLOPED ROOF FROM FINISHED GRADE : 24' 1 3/g' CROSS BRIDGE JOIS FLOOR CONSTRUCTION; PLYWOOD SUBFLOOR SHALL BE CD -EXTERIOR GLUE OR STRUCTURAL LL -EXTERIOR GLUE -PLYWOOD THICKNESS WILL BE REFLECTED ON PLANS. GLUE AND NAIL PLYWOOD SUBFLOOR TO SUPPORTING MEMBERS WL SD BOX NAILS 12' AC FIRE AND DRAFT STOPS SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL). FOUNDATION CRiPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM HEIGHT OF 14', OR FRAMED OF SOLID BLOCKING- WHEN EXCEEDING 4' IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. BRACING; ALL EXTERIOR WALLS AND MAIN CROSS -STUD PARTITIONS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED TO RESIST WIND AND SEISMIC FORCES. USE APPROVED CONNECTOR PLATES FOR ALL TRUSSES (SIMPSON COMPANY OR EQUAL). TRUSS COMPANY SHALL FINISH DESIGN CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO CONSTRUCTION. THESE SHOP DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER. PLYWOOD ROOF AND FLOOR SHEETING SHALL BE GRADE C D EXTERIOR GLUE OR STRUCTURAL LL EXTERIOR GLUE. PLYWOOD THICKNESS SHALL BE SHOWN ON PLANS - WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRES 1/2" NET AIRSPACE ON TOP, SIDES AND END. FLOOR JOIST END BEARING TO BE I-II? MIN. MINIMUM NAILING SCHEDULE SHALL BE IN ACCORDANCE WITH 2009 INTERNATIONAL RESIDENTIAL CODE - BOTTOM PLATE OF STUD WALLS SHALL BE ATTACHED TO WOOD FRAMING BELOW W! 160 NAILS AT 6" CC. STAGGERED UNLESS OTHERWISE NOTED ON PLANS- GLU-LAM BEAMS MUST BE DESIGNED AND INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. TRUSSES STRESS ANALYSIS AND DETAILED DRAWINGS SHALL BE STAMPED BY AN APPROVED STATE OF WASHINGTON REGISTERED ENGINEER- DRAWINGS AND DETAILS SHALL BE ON JOB SITE FOR FRAMING INSPECTION. A) PRE -MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURERS STAMP. B) FIELD ASSEMBLED TRUSS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO THE BUILDING DIVISION FOR APPROVAL C) GIRDER TRUSS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO THE BUILDING DIVISION FOR APPROVAL DESIGN CRITERIA TOP CORD LIVE LOAD TOP CORD DEAD LOAD BOTTOM CORD DEAD LOAD TOTAL NOTE: REFER TO TRUSS ENGINEERING FOR SPECIFICATIONS. ATTICS 25 LBS PER SQ- LT. 10 LBS PER SQ- FT 5 LBS PER SQ- FT. 40 LBS PER SQ- FT. ATTIC TRUSS LOADING AND ACCESS: AN ATTIC ACCESS SHALL BE PROVIDED TO BUILDINGS WITH COMBUSTABLECEILING OR ROOF CONSTRUCTION. THE OPENING SHALL BE LOCATED IN A CORRIDOR, HALLWAYOR OTHER READILY ACCESSABLE LOCATION. ATTICS WITH A MAXIMUM VERTICAL HEIGHT OFLESS THAN 30" NEED NOT BE PROVIDED WITH ACCESS OPENINGS.THE OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES.THIRTY INCH MINIMUM CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT ORABOVE THE ACCESS OPENING. ATTIC VENTILATION. PROVIDE NET FREE ATTIC VENTILATION NOT LESS THAN 1/150TH OF THE ATTIC AREA. EXCEPTION: VENTILATION MAY BE REDUCED TO 1/300TH PROVIDED 50% OF THE REQUIRED VENTILATION IS LOCATED AT LEAST N\, REVISIONS -_....... _ . No changes shai be mar�e to the scone of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a nrw plan slibrn t;?I and may include additional plan review fS2.3 I LEGAL DESCRIPTION: HILLMANS MEADOW GARDENS DIV #1 W150FTOF91`t98itS20FT OFE100FTOF91 PROPERTY INFO: PARCEL -334140-0525 PRESENT USE: SINGLE FAMILY JURISDICTION: KING COUNTY TAX PAYER NAME: SUNCHEA P1-10 ADDRESS: 11831 44TH AVE S., TUKWILA,WA,98118 APPRAISED VALUE: $ 224,000.00 LOT AREA: 0.32 AC - 14,000.00 SF2 3' ABOVE THE EVE VENTS AND THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EVE OF SOFIIT VENTS. GENERAL FINISH NOTES INTERIOR TRIM AND FINISHES ARE TO BE SPECIFIED BY OWNER. GLAZING WINDOWS TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. INSTALL TEMPERED UNITS FOR ALL DOOR GLAZING, GLASS LESS THAN 18" OFF FLOOR LEVEL AND GLASS WITHIN 24"OF ANY DOOR. SEPARATE PERMIT REQUIRED FOR: t,�,l/M3Cttanical ,d!� Iectrioal ' umbing L� Gas Piping City of Tukwila St,ili_i?lNc DIVISION FILE COPY Permit No. t)tI - O Va Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: 11/ Z'7//L OORRECTION LTR# City of Tukwif a BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED NOV 212017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER 012b DESIGNER: 4 9 •Z -! Q cn.�u.t 144"-.??) Z 0 4.0 NO. REVISION/ISSUE DATE 01 PROPOSAL 03/02 02 REVISION 04/29 I PROJECT R-2105-065 DATE 03/02/2011 SCALE 1 1/4" SHEET FP 40' 40' DEMOLITION NOTES ROOF OVERHANG PROJECTION 1' ROOF OVERHANG PROJECTION 1' 3648 5H 0 O al 1• 1, • 0 O!] L 13' r H 12'_8„ 1 2 A2 GARAGE CONCRETE SLAB 100.0 NGL 4 PLAYROOM 2ND FLOOR WOOD DECK 111.0' FFE L UNHEATED SPACE UNHEATED SPACE L F OVERHANG PROJECTION 1' J ROOF OVERHANG PROJECTION 1' 40' 0' 1ST FLOOR PLAN 1 /4" = 11--0" 1 ROOF PLAN 1 /4" = 11_0,, 2ND FLOOR PLAN 114" = GENERAL DEMOLITION NOTES: I. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR OWNER AND ENGINEER. 2 IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. 3. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. 4. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL BE REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. 5. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. 6. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRCAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. 7. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. 8. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY -DOWN AREA OR AN AREA DESIGNATED 5Y OWNER FOR OWNER RETAINED ITEMS. SYMBOL LEGEND GHEE FLOOR PLAN SCALE +0'.00 PPE ELEVATION 131RICK WALL NEW WALL EXISTING WALL WALL TO i3E REMOVED SMOKE DETECTOR SMOKIIHI IONPF4T TOR CODE COMPLIANCE APPROVED NOV 21 2017 PA C CO City ofTukwila „ RECEIVED �.ITY OF TUKWILA A.UG PERMIT CENT102017ER 4N, DESIGNER Z I- V/ Z LU U ul >E 4 9 � � m I 111 N E tzto U -I CO (1) 6) al 6) 114 4 9 n 12 04 LuO 11- to Z {— �i Q Z O 0 7 t� CV ,,nz W. � 0 zi-0 Q ` cA 46 410 .1":42' -33 c(-1 NO. REVISION/ISSUE DATE 01 PROPOSAL 03/02 02 REVISION 04/29 i PROJECT R-2105-065 DATE 03/02/201 1 SCALE 1'= 1/4" SHEET Al 42' +119.00' FCH 4 +111.00' FFE 4 +110.00' FCH 42' 1 ELEVATION 1 1/4" = 1 ,•, 100.0 FFE 4 +119.00' FCH 4 +111.00' FFE 4 +110.00' FCH ELEVATION 3 i/4" = 100.0 NGL 4 30' GABLE VENT ................ 24" X 24" ON BOTH GABLES +119.00' FCH 4 +111.00' FFE 4 +110.00' FCH J, N (2) ELEVATION 2 1/4" = 1_0" 30' GABLE VENT 24" X 24" ON BOTH GABLES 100.0 NGL 4 +119.00' FCH J, +111.00' FFE 4 +110.00' FCH ELEVATION 4 1/4" _ 11 _0" 100.0 NGL 4 DEMOLITION NOTES GENERAL DEMOLITION NOTES: 1. TI -IE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. NO DEMOLITION WORK SHALL COMMENCE WITHOUT FIELD VERIFICATION BY THE CONTRACTOR OWNER AND ENGINEER. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND REMOVE ALL MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT AS REQUIRED TO COMPLETE THE WORK REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR DEMOLITION INFORMATION. 3. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY STRUCTURAL BRACING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. 4. ANY PORTION OF THE PROJECT TO REMAIN WHICH IS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY, SHALL 5E REPAIRED OR REPLACED TO MATCH THE EXISTING CONDITION. 5. THE CONTRACTOR SHALL COORDINATE AND ARRANGE FOR THE DISCONNECTION OF ALL UTILITIES AND EQUIPMENT WITH THE OWNER AND UTILITY COMPANIES. THE CONTRACTOR SHALL CAP OFF ALL UNUSED UTILITIES. 6. THE CONTRACTOR SHALL REMOVE, DISCONNECT AND SALVAGE ALL MECHANICAL, ELECTRCAL AND MISCELLANEOUS WALL MOUNTED EQUIPMENT FOR RECONNECT AND REINSTALLATION. 1. THE CONSTRUCTOR SHALL ALLOW NO DEBRIS TO ACCUMULATE ON THE SITE. IMMEDIATELY REMOVE ALL DEBRIS AND SALVAGE FROM THE SITE. 8. THE OWNER HAS FIRST RIGHT TO ALL SALVAGE ITEMS. ITEMS NOT CLAIMED BY OWNER SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PROMPTLY DISPOSED OF FROM THE SITE. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SECURE, DRY STORAGE WITHIN THE DESIGNATED CONTRACTOR LAY -DOWN AREA OR AN AREA DESIGNATED BY OWNER FOR OWNER RETAINED ITEMS. SYMBOL LEGEND +o' .8o FFE REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2017 ELEVATION E3RICK WALL NEUJ WALL EXISTING WALL WALL TO BE REMOVED SMOKE DETECTOR SMOKE/CO DETECTOR FAN CO RECEIVED CITY OF TU KWILA AUG 10 2011 PERMIT CENTER DESIGNER: Z I v! Z O Ili >E 94 ` gl n I \•1N " J w n E ts N (�int110 p co g Qo ti 9 31 AL n St NO. REVISION/ISSUE DATE 01 PROPOSAL 03/02 02 REVISION 04/29 42' L - - -u- -- u u L__ii_ - u u L --11--- u u L--11---L---L1--- H � I u u u u L --11--- u u u +119.00' FCH (2) ISD TOENAIL RAFTER TO TOP PLATE 8X FASCIA BOARD SX BLOCKING 3 HOLE EAVE VENTS MIN 104 LF SECTION 2 1/41 = 1'-e" 6"XI2" DF #I CONTINUOUS BEAM 2"X6" DOUBLE TOP PLATE SIMPSON STRONG TIE HURRICANE H2.5A USP RT1 OR EQUAL TO TOP PLATE 25<6" DOUBLE TOP PLATE SHEATHING 3/4" OSB W/8D a 6" O.G. MAX ON EDGES, 10" O.C. MAX OVER 2"XI0" JOISTS 0 24" SIMPSON STRONG HURRICANE H2.5A USP RT1 OR EQUAL TO TOP PLATE 2"X6" DOUBLE TOP PLATE +111.00' FFE +110.00' FCH 100.0 FFE (2) 16D TOENAIL RAFTER TO TOP PLATE 8X FASCIA BOARD SX BLOCKING 3 HOLE EAVE VENTS MIN 104 LF 10X BLOCKING (3) 8D TOENAIL JOIST TO 6"XI2" DF#I BEAM 6"X12" DF #1 BEAM (2) JACKSTUDS ' (2) KINGSTUDS EACH SIDE SIMPSON STRONG—TIE 2" X 10" TOP FLANGE JB210A JOIST HANGER SHEATHING (1/6" °SBA" CDX PLYWOOD, %"T1-11 W/8D06" O.C.EDGES, 12" FIELD. 2"X6" STUD WALL 16" O.C. 2"X6" BLOCKING fa 12" HEIGHT 2"X6" STUD WALL 16" O.C. SHEATHING (Y6" 0557" CDX PLYWOOD, WTI -11 O.C.EDGES, 12" FIELD. 2"X6" STUD WALL I6" O.G. 1 ,43 -r 1 J 1 • 5- +111.00' FFE +110.00' FCH SIMPSON STRONG HURRICANE H2.5A USP RT1 OR EQUAL TO TOP PLATE 2"X6" DOUBLE TOP PLATE (2) 16D TOENAIL RAFTER TO TOP PLATE 8X FASCIA BOARD 6X BLOCKING 3 HOLE EAVE VENTS MIN 104 LF 10X BLOCKING (3) 8D TOENAIL JOIST TO 6"X12"DF#1 BEAM 6""X125 DF #I BEAM (2) JACKSTUDS ; (2) KINGSTUDS EACH SIDE SHEATHING (V OSBy" CDX PLYWOOD, %"TI—I1 W/8D06" O.C.EDGES, 12" FIELD. 2"X6" STUD WALL IS" O.G. SECTION 1 /11 _ 1 _0' 2 SECTION 2 SECTION 1 1/4" _ 1,_0" SIMPSON STRONG TIE HURRICANE 142.5A USP RT1 OR EQUAL TO TOP PLATE 2"X6" DOUBLE TOP PLATE 100.0 FFE ,110 (2)16D TOENAIL RAFTER TO TOP PLATE i5Z 8X FASCIA BOARD SX BLOCKING 3 HOLE EAVE VENTS MIN 104 LF -IN 10X BLOCKING (3) 8D TOENAIL JOIST TO 6"X12" DF#1 BEAM 2"X6" DOUBLE TOP PLATE 2"X6" CRIPPLE STUD WALL 16" O.C. 6"X12" DF #1 BEAM (2) JACKSTUDS ; (2) KINGSTUDS EACH SIDE SHEATHING (%6" 05572" CDX PLYWOOD, WTI—II W/8D06" O.C.EDGES, 12" FIELD. 2"X6 STUD WALL 16" O.C. SECTION 3 = 1.-0' GENERAL NOTES 1. ALL THE DIMENSIONS IN THIS PLANS SHALL BE CHECKED ON SITE BY BUILDER.. 2. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE DURING CONSTRUCTION AT ALL SITES. 3. ALL CHANGES TO APPROVED PLANS SHALL BE NOTICED TO THE DEPARTMENT OF PERMITTING AND ENVIRONMENTAL REVIEW AND ARE RESPONSIBILITY OF OWNER OR PERMIT HOLDER. 4.THE PLANS DO NOT HAVE AN ARCHITECTURAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES TO CONSULT THE LOCAL BUILDING OFFICIAL WHO CAN TELL YOU IF A REVIEW OF THE PLANS BY A LICENSED ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAY NEED TO OBTAIN PERMITS OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. 5. REFER TO PLAN SYMBOLS TO OVERVIEW DEMOLITION SCHEDULE AND PROPOSED NEW WALLS IN SHEETS DI; A2. 6. IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE LUMBER SUPPLIER IT SHALL BE THE BUILDER'S RESPONSIBILITY TO USE THE SUPPLIER ENGINEERED ROOF FRAMING PLAN. 1. ABBREVIATIONS: FFE - FINISHED FLOOR ELEVATION FCH - FINISHED CEILING HEIGHT NGL - NATURAL GROUND LEVEL S.HEADER HEIGHT IS 80"ABOVE FFE. IN EACH LEVEL REVIEW HEADERS ON SITE WITH CONTRACTOR. S.ALL WINDOW DOOR ROUGH OPENINGS DIMENSIONS ARE ON CENTER (O.C.) SYMBOL LEdb SHEE SECTI 'N SHEE FLOOR PLAN SCALE lEoliVED FOR MPLIANCE APPROVED NOV 21 2017 City of Tukwila BUILDING DIVISIOr RECEIVED CITY OF TUKWILA AUG 10 2017 +0' 00 WIT CENTER ELEVATION NEW WALL EXISTING WALL WALL TO 5E REMOVED DESIGNER: z I-- (!) ZLU 0z U } .� E 9 4:141 - Ca n I c() LU E Z1) I CT) N ()a1alto 114 NO. REVISION/ISSUE DATE 01 PROPOSAL 03/02 02 REVISION 04/25 PROJECT R-2105-065 DATE 03/02/2011 SCALE 1'= 1/4" SHEET 43 12' 3" T 3 _J =1 11 LL 4 5 5 10 11 12 13 14 15 1�0 GENERAL NOTES 1. ALL THE DIMENSIONS IN THIS PLANS SHALL BE CHECKED ON SITE BY BUILDER.. 4 L' "-4-11 "--1-11"--1-1 1 "--� -11 "---x--11 "--x-11" 2. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE DURING CONSTRUCTION AT ALL SITES. 3' 45(4" a EVERY LANDING CORNER Ii' 11" 3' 4"X4" a EVERY LANDING CORNER 1 STAIRCASE DETAILS %" =1 0' 3. ALL CHANGES TO APPROVED PLANS SHALL BE NOTICED TO THE DEPARTMENT OF PERMITTING AND ENVIRONMENTAL REVIEW AND ARE RESPONSIBILITY OF OWNER OR PERMIT HOLDER. 4.THE PLANS DO NOT HAVE AN ARCHITECTURAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES TO CONSULT THE LOCAL BUILDING OFFICIAL WHO CAN TELL YOU IF A REVIEW OF THE PLANS BY A LICENSED ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAY NEED TO OBTAIN PERMITS m iY1 3 OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. P.T. 2"X6" MUDSILL PLATE 6"X6"10X10 WELDED WIREMESH 10' SHEATHING (A6" OSBy" CDX PLYWOOD, %"T1 -II W/SDCa6" O.C.EDGES, 12" FIELD. 2"X6" STUD WALL 16"" O.G. DIA. X10" ANCHOR BOLT W/ Y44X3"X3" WASHER 6' O.C. MAX. ltoTIAA :aripisks IIIf If= filler -04 4 =un- F Ira 10 MIL VAPOR BARRIER (SOSECTION 1 -' 1-�0 11 P.T. 8'"X8" WOOD •4' 1 POST COLUMN \\ 6"X6" 10X10 WELDED WIREMESH SIMPSON STRONGTIE 85<8" ABUS8R POST ANCHOR 4" PVC HOLED DRAIN PIPE (1)4t5 OR (2) 74 REBAR CONT. MIN ti..; 1 174* 'R: ' �1" n Ira 71 I well IIISr I I if- �fil.�n rllf�llll� r 111111 �r_Ir_ r�� II HP Irl IIfIK� Iii 1-I m Iain Ifn l�f Irf nsll�`i ,Vnt `gni i� L Irl n ion*il -11x1 II 11�•-'�I 4 I u� 7- ',I 11 SII 11p1f=1 10 MIL VAPOR BARRIER K52) "SECTION 2 1-0' " DIA. X10"A BOLT W/ 4"X3") CENTER OF F (SEE PLANS FC 30"X30"X12"FTG (2) #4 2 GUARDRAIL DETAIL Ei Y21' = 1-01 StAIRAIL DETAIL Y2" =1-(3/ 5. REFER TO PLAN SYMBOLS TO OVERVIEW DEMOLITION SCHEDULE AND PROPOSED NEW WALLS IN SHEETS D1; A2. 6. IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE LUMBER SUPPLIER IT SHALL BE THE BUILDER'S RESPONSIBILITY TO USE THE SUPPLIER ENGINEERED ROOF FRAMING PLAN. 1. ABBREVIATIONS FFE - FINISHED FLOOR ELEVATION FCH - FINISHED CEILING HEIGHT NGL - NATURAL GROUND LEVEL B.HEADER HEIGHT IS 80"A5OVE FFE. IN EACH LEVEL REVIEW HEADERS ON SITE WITH CONTRACTOR. 9.ALL WINDOW ; DOOR ROUGH OPENINGS DIMENSIONS ARE ON CENTER (O.C.) REVIEWED FOR CODE COMPLIANC APPROVED NOV 21 2017 SY I1SOL LEpEND Tukwila RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER +0'.00 FFE ELEVATION NEW WALL EXISTING WALL WALL TO SE REMOVED REVISION/ISSUE PROPOSAL 03/02 REVISION 04/29 PROJECT SHEET 8-2105-065 DATE 03/02/2011 w 4 w z z 0 U- 01 N X 40' 6"X 12" DF #1 CONTINUOUS HEADER 2 "X 12" DF #1 CONTINUOUS HEADER 53 U N 9 N U 40' 0 NI XI A4 I 'e 2ND FLOOR FRAMING PLAN 1/411 = i E 1L N 9 N U 9 U CS - WSP CS - WSP CS - WSP CS - WSP CS - WSP L___ CS - WSP N 9 U CS - WSP CS - WSP 1 E31RACED WALL PLAN 1 /4" = 11_,@" J N 9 U 40' * 3 %"X12" GLU- -'I',- 12" OVERHANG IN ALL CORNERS m AM BE AM 8" X 8" WO OD POST 33/8 "X12" G LU -LAM SEA M TRUSS INSTALL SIMPSON STRONG TIE HURRICANE CLIPS ca 24" IN EACH TRUSS TO TOP PLATE 40' ES 2 4 O.C. 33/8"XI 2" GLU -LAM BEAM MUSS PLAN 1'. 1/41' = 11_0„ 3'DOOR OPENING • • • FOTHD 14 SIMPSON STRAP TIE HOLDDOWN STI -ID 14 SIMPSON STRAP TIE 1-IOLDDOWN 30" X 30" X 12" CONCRETE W/ (2) 4# BARS E/W I --r I I I L_ 2 FTG TYPE -1 I 1 I I _J STHD 14 SIMPSON STRAP TIE IHOLDDOWN STHD 14 SIMPSON 1 STRAP TIE 14OLDDOWN o� n_, E N� -4- - o_ o N z ',1:1 NIL oI U) N STI -ID 14 SIMPSON STRAP TIE HOLDDOWNJ I— — — — —I I I I I I I L—__1 CONCRETE FLOOR PLAN SLAB 1. 4" MIN CONCRETE SLAB FLOOR ON MIN GRANULAR FILL (USE 3,000 PSI CONCRETE). 2. SLOPE SLAB TOWARDS VEHICLE DOOR(S). 3. PROVIDE 36"X36"X4"CONCRETE LANDING AT ALL PERSON DOOR(S), A MAXIMUM OF 8" BELOW THRESHOLD. MARK ON PLAN (MAY BE OMITTED IF EXTERIOR STAIRWAY IS LESS THAN 4 RISERS.) 93 STI -ID Id SIMPSON STRAP TIE I-101DDOWN NEI 8" X 8" WOOD POST e-- - ---., o e ® J — — — DOUBLE JOIST 4— (f) 7 al 0 6'X 12' DF #1 BEAM 6"X 12' 25‹ DF #1 10" CEILING BEAM JOISTS @ 24 O.C. e� 2 "X 12" DF #1 CONTINUOUS HEADER 53 U N 9 N U 40' 0 NI XI A4 I 'e 2ND FLOOR FRAMING PLAN 1/411 = i E 1L N 9 N U 9 U CS - WSP CS - WSP CS - WSP CS - WSP CS - WSP L___ CS - WSP N 9 U CS - WSP CS - WSP 1 E31RACED WALL PLAN 1 /4" = 11_,@" J N 9 U 40' * 3 %"X12" GLU- -'I',- 12" OVERHANG IN ALL CORNERS m AM BE AM 8" X 8" WO OD POST 33/8 "X12" G LU -LAM SEA M TRUSS INSTALL SIMPSON STRONG TIE HURRICANE CLIPS ca 24" IN EACH TRUSS TO TOP PLATE 40' ES 2 4 O.C. 33/8"XI 2" GLU -LAM BEAM MUSS PLAN 1'. 1/41' = 11_0„ 3'DOOR OPENING 40' L J mo FOUNDATION PLAN 1 /44 11 0 GENERAL NOTES 1. ALL T1 -4E DIMENSIONS IN THIS PLANS SHALL BE CHECKED ON SITE BY BUILDER.. 2. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE DURING CONSTRUCTION AT ALL SITES. 3. ALL CHANGES TO APPROVED PLANS SHALL BE NOTICED TO THE DEPARTMENT OF PERMITTING AND ENVIRONMENTAL REVIEW AND ARE RESPONSIBILITY OF OWNER OR PERMIT HOLDER. 4.THE PLANS DO NOT HAVE AN ARCHITECTURAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES TO CONSULT THE LOCAL BUILDING OFFICIAL WHO CAN TELL YOU IF A REVIEW OF THE PLANS BY A LICENSED ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAY NEED TO OBTAIN PERMITS OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. 5. REFER TO PLAN SYMBOLS TO OVERVIEW DEMOLITION SCHEDULE AND PROPOSED NEW WALLS IN SHEETS Dl A2. 6. IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE LUMBER SUPPLIER IT SHALL BE THE BUILDER'S RESPONSIBIUTY TO USE THE SUPPLIER ENGINEERED ROOF FRAMING PLAN. 1. ABBREVIATIONS FFE - FINISHED FLOOR ELEVATION FCH - FINISHED CEILING HEIGHT NGL - NATURAL GROUND LEVEL &.HEADER HEIGHT IS S0"A5OVE FFE. IN EACH LEVEL REVIEW HEADERS ON SITE WITH CONTRACTOR. 9.ALL WINDOW DOOR ROUGH OPENINGS DIMENSIONS ARE ON CE S1'ME5OL LE D FOR CODE COMPLIANC APPROVED NOV 21 2017 City of Tukwila DIVISIO FLOOR PLAN SCALE REVISION/ISSUE PROPOSAL 03/02 REVISION 04/29 RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER +0'.00 FFE ELEVATION NEW WALL EXISTING WALL WALL TO E REMOVED C PROJECT SHEET R-2105-065 DATE 03/02/2011 • • • FOTHD 14 SIMPSON STRAP TIE HOLDDOWN STI -ID 14 SIMPSON STRAP TIE 1-IOLDDOWN 30" X 30" X 12" CONCRETE W/ (2) 4# BARS E/W I --r I I I L_ 2 FTG TYPE -1 I 1 I I _J STHD 14 SIMPSON STRAP TIE IHOLDDOWN STHD 14 SIMPSON 1 STRAP TIE 14OLDDOWN o� n_, E N� -4- - o_ o N z ',1:1 NIL oI U) N STI -ID 14 SIMPSON STRAP TIE HOLDDOWNJ I— — — — —I I I I I I I L—__1 CONCRETE FLOOR PLAN SLAB 1. 4" MIN CONCRETE SLAB FLOOR ON MIN GRANULAR FILL (USE 3,000 PSI CONCRETE). 2. SLOPE SLAB TOWARDS VEHICLE DOOR(S). 3. PROVIDE 36"X36"X4"CONCRETE LANDING AT ALL PERSON DOOR(S), A MAXIMUM OF 8" BELOW THRESHOLD. MARK ON PLAN (MAY BE OMITTED IF EXTERIOR STAIRWAY IS LESS THAN 4 RISERS.) 93 STI -ID Id SIMPSON STRAP TIE I-101DDOWN 40' L J mo FOUNDATION PLAN 1 /44 11 0 GENERAL NOTES 1. ALL T1 -4E DIMENSIONS IN THIS PLANS SHALL BE CHECKED ON SITE BY BUILDER.. 2. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE DURING CONSTRUCTION AT ALL SITES. 3. ALL CHANGES TO APPROVED PLANS SHALL BE NOTICED TO THE DEPARTMENT OF PERMITTING AND ENVIRONMENTAL REVIEW AND ARE RESPONSIBILITY OF OWNER OR PERMIT HOLDER. 4.THE PLANS DO NOT HAVE AN ARCHITECTURAL OR ENGINEERING SIGNATURE, SEAL AND/OR STAMP. THE OWNER AGREES TO CONSULT THE LOCAL BUILDING OFFICIAL WHO CAN TELL YOU IF A REVIEW OF THE PLANS BY A LICENSED ENGINEER IS REQUIRED PRIOR TO SUBMISSION OF THE PLANS FOR A BUILDING PERMIT. IN ADDITION, THE OWNER MAY NEED TO OBTAIN PERMITS OR INSPECTIONS FROM LOCAL GOVERNMENTS BEFORE AND IN THE COURSE OF CONSTRUCTION. 5. REFER TO PLAN SYMBOLS TO OVERVIEW DEMOLITION SCHEDULE AND PROPOSED NEW WALLS IN SHEETS Dl A2. 6. IF AN ENGINEERED ROOF FRAMING LAYOUT IS PROVIDED BY THE LUMBER SUPPLIER IT SHALL BE THE BUILDER'S RESPONSIBIUTY TO USE THE SUPPLIER ENGINEERED ROOF FRAMING PLAN. 1. ABBREVIATIONS FFE - FINISHED FLOOR ELEVATION FCH - FINISHED CEILING HEIGHT NGL - NATURAL GROUND LEVEL &.HEADER HEIGHT IS S0"A5OVE FFE. IN EACH LEVEL REVIEW HEADERS ON SITE WITH CONTRACTOR. 9.ALL WINDOW DOOR ROUGH OPENINGS DIMENSIONS ARE ON CE S1'ME5OL LE D FOR CODE COMPLIANC APPROVED NOV 21 2017 City of Tukwila DIVISIO FLOOR PLAN SCALE REVISION/ISSUE PROPOSAL 03/02 REVISION 04/29 RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER +0'.00 FFE ELEVATION NEW WALL EXISTING WALL WALL TO E REMOVED C PROJECT SHEET R-2105-065 DATE 03/02/2011 GENERAL STRUCTURAL NOTES DESIGN LOADS - NOTE: DESIGN LOADS USED FOR CALCULATION OF LATERAL FORCES AND RESISTANCE. VERTICAL LOAD DESIGN BY OTHERS. All Design shall conform to the requirements of the 2015 Edition of the International Building Code as adopted by the project jurisdiction. Vertical Loads: In addition to the structure dead loads, the following live loads were used for design. GROUND SNOW 25 PSF Roof Snow Load 25 pounds per square foot (psf)* Floor Live Load 40 psf Stairs and Exit Corridors 100 psf Decks and Balconies 60 psf LIVE LOAD Roof Snow Loads: Roof snow load is calculated in accordance with Chapter 7 of ASCE 7 and per IBC Section 1808. Minimum design roof snow load is 25 psf. Pg = 25 psf, Is = 1.0, Pf = 25 psf, Ce = 0.9,Ct = 1.0. Foundation Design: Foundations are designed in accordance with requirements of 2015 IBC, Chapter 18, Table 1806.2 minimums. Foundation system composed of conventional concrete spread and strip footings. Allowable Bearing = 1,500 psf, Lateral bearing = 100 psf/ft, COF = 0.25. Fpassive = 150 pcf, Factive = 35 pcf, Fat rest = 50 pcf. Wind Loads: Wind loads are calculated according to Chapter 28 Part 2 of ASCE 7. Risk Category = II, Exposure Category = B, V = 115 mph, Kzt = 1.0 Seismic Design Criteria: Lattitude =47.692863 SDS =0.841 le = 1.0 R = 6.5 Longitude =-122.292751 SITE CLASS D SD1 =0.493 Omega = 3 General Notes Structural Drawings indicate the building in its final, constructed condition. Temporary shoring and erection methods prior to final completion are the responsibility of the contractor. Structural Drawings indicate a portion of the completed project. The contractor is responsible for incorporating and coordinating the requirements of the other trades. Contractor shall verify all existing conditions and notify the engineer of any discrepancy between the structural drawings and the existing conditions for resolution prior to proceeding. Structural Drawings show typical conditions. Where no detail is specifically indicated, construction shall be in accordance with similar construction on the project. Special Inspection: None Required Structural Observation: None Required CONCRETE: CONCRETE CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 19 OF THE IBC AND WITH ACI 318. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONCRETE SHALL BE 2,500 PSI, 5 4 MIN SACK, 4" MAXIMUM SLUMP, 0.50 W/C RATIO, i" MAXIMUM AGGREGATE SIZE WITH UNIFORM GRADATION. EXTERIOR CONCRETE SHALL BE AIR ENTRAINED, 5% PLUS OR MINUS 1% AIR. Reinforcing Steel: All reinforcing stall shall comply with ASTM A615, Grade 60 for deformed bars and ASTM A185 for smooth welded wire fabric (WWF) UNO. Reinforcing Steel shall be detailed in accordance with the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures (ACI 315). Lap all reinforcing bars as detailed on the drawings. Minimum lap length shall be 40D UNO. Reinforcing Steel shall have the following minimum cover: Bars exposed to Earth or Weather - 3" Main Reinforcing Bars - 1 i" Ties and Stirrups - 1" Epoxy Adhesive shall conform to ASTM C881 and shall be a two component liquid epoxy with non -sag consistency and a long pot life. Epoxy shall be suitable for use on dry or damp surfaces with minimum shear strength 5000 psi and minimum tensile strength of 4000 psi. Install in strict accordance with manufacturer's recommendations. Structural Steel construction shall be in conformance with AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings and the Code of Standard Practice. Structural Steel Shapes and plates shall comply with ASTM A572 Grade 50 or ASTM A992 Grade 50. Hollow Structural Sections (HSS) Sections shall comply with ASTM A500, Grade B. Typical Bolts shall conform to ASTM A307. High Strength Bolts (HSB) shall conform to ASTM A325 -N UNO. Welding shall conform to AWS code for ARC and Gas Welding in Building Construction. Welds shall be made with E70XX Electrodes and shall be i" minimum fillet welds UNO. Timber Construction Requirements Sawn Lumber Shall conform to West Coast Lumber Inspection Bureau or Western Wood Products Association Grading Rules. Lumber shall be 16% maximum moisture content at the time of installation and shall conform to the species and grades noted below.All timber to be Douglas Fir - Larch UNO. Description Use Grade 2" and 4" Dim Lumber Joists, Rafters, Studs No 2 or better 4" and 6" Dim Lumber Posts, Beams, Girders No 1 or Better All lumber in contact with concrete or CMU shall be pressure treated unless an approved moisture barrier is provided. Framing accessories and structural fasteners shall be manufactured by Simpson Strong -tie or approved equal and of the size and type shown on the drawings. Framing accessories and structural fasteners which will be in contact with pressure treated lumber shall be G90 galvanized or stainless steel. All nail holes shall be filled with structural fasteners UNO on the drawings and fasteners shall be installed following all manufacturer's requirements. If manufacturer provides multiple fastener possibilities, the fasteners which achieve the highest load rating shall be utilized UNO. All framing nails shall be of the size and number indicated on the drawings and shall conform to ASTM F1667 "Standard Specification of Driven Fasteners: Nails, Spikes and Staples" and NER-272 "Power Driven Staples and Nails for use in all types of Building Construction." Nails shall be identified by labels attached to their containers that show the manufacturer's name and NES Report number, nail shank diameter and length. Nailing not shown shall be as indicated in IBC Table 2304.9.1 or NER-272. The following nail sizes shall be used: Nail Type 6d 8d 10d 12d 16d Shank Diameter 0.113" 0.131" 0.148" 0.148 0.148 Minimum Penetration 1.25" 1.50" 1.625" 1.625 1.625" Bolts and lag screws shall conform to ANSI/ASTM Standard B18.2.1-1981. All bolts and lag screws shall have cut threads. Cutting and notching of joists and studs shall conform to IBC Sections 2320.8.2, 2308.9.1 and 2308.10.4. Wood Structural Panels Wood Structural panels shall conform to the requirements of "US Product Standard PS.1 for construction and Industrial Plywood", "US Product Standard PS2 Performance Standards for Wood -Based Structural Use Panels", or "APA PRP -108 Performance Standards" UNO. UNO, Panels shall be APA Rated Sheathing, Exposure 1, of the thickness and span rating shown on the drawings. Wood Structural Panel Installation shall be in conformance with APA Recommendations. Allow A" spacing at panel ends and edges unless otherwise recommended by the manufacturer. All roof and floor sheathing shall be installed with face grain perpendicular to supports UNO on drawings. Roof sheathing shall be blocked, tongue and groove or shall have ply -clips. Floor sheathing shall be tongue and groove and shall be glued and nailed UNO. T&G joints shall also be glued. Shear wall sheathing shall be installed either horizontally or vertically and all panels edges shall be blocked with 2x framing. Minimum nailing for all structural sheathing shall be 10d at 6" oc at panel edges and 10d at 12" oc in the field. Nails shall be "common" except roof sheathing shall be nailed with ring shank nails. Glued Laminated Members Glued Laminated Member (GLB) shall be fabricated in conformance with ANSI Standard A190.1, American National Standard for Glued laminated Timber or other code approved design, manufacturing and/or quality assurance procedures. Each member shall bear and AITC or APA-EWS identification mark. Ends shall be sealed immediately in the shop or immediately upon field trimming. Beams shall be Western Species Industrial (hidden) or Architectural (exposed) appearance classification and shall be 24F -V4 for simple spans and 24F -V8 for multiple span or continuous members. Fb shall be 2,400 psi, E shall be 1,800,000 psi and Fv shall be 300 psi. GLB hangers shall be Simpson GLT UNO. Adhesive shall be wet use exterior waterproof glue. flied notching or boring of GLB is not allowed unless approved in writing by Structural Engineer of Record (SER). Engineered Composite Lumber Engineered Composite Lumber shall be as manufactured by Weyerhauser Trus Joist Engineered Wood Products or approved equal. Timberstrand LSL Lumber shall be 1.55E for beams and headers, and 1.3E for posts and columns. Microlam LVL Lumber shall be 2.0E. Parallam PSL Lumber shall be 2.2E for beams and headers, 1.8E for posts and columns. CONCRETE MASONRY Concrete Masonry Units (CMU) shall comply with ASTM C90. Lineal shrinkage for units shall not exceed 0.065%. Assemblies shall have a minimum compressive strength of 1500 PSI. All CMU construction shall be reinforced as shown on plans or as noted below. MORTAR All mortar shall be Type S with a minimum 28 day compressive strength of 1800 psi and shall conform to IBC Chapter 21 requirements. MASONRY GROUT Grout shall have a minimum 28 day compressive strength of 2000 psi and shall conform to IBC Chapter 21 requirements. Grout shall consist of a mixture of cementitous materials, aggregate and water. Water shall be sufficient to allow the grout to flow without segregation. All CUM shall be fully grouted. MASONRY REINFORCING STEEL Reinforcing for CMU shall conform to IBC Chapter 21. Deformed bars shall be Grade 60 and shall be firmly tied into position prior to placement of grout in accordance with ACI 530. Minimum CMU wall reinforcement for 8" CMU shall be #5 bars at 24" oc each way. Minimum CMU wall reinforcement for 12" CMU shall be #5 each face, each way at 32" oc. All masonry walls shall have (2) #5 continuous horizontal all roof lines, floor lines and top of walls. In addition, provide (2) #5 trim bars each side, top and bottom of all openings. Vertical trim bars shall extend full height of the wall, horizontal trim bars shall extend 24" minimum beyond opening. At corners and intersections, provide corner bars that lap 24" minimum each way with typical horizontal reinforcement. In addition, provide additional (2) #5 vertical trim bars. Provide footing dowels to match all vertical wall reinforcement. Footing dowels shall be hooked into foundation with a standard 90 degree hook 3" clear of bottom and shall lap 40 diameters minimum with wall reinforcement. CONCRETE PENETRATIONS Where pipes or conduits penetrate concrete walls or footings, provide oversize sleeve. All penetrations shall be within the middle of footing or wall depth. Do not core openings without written permission from Engineer. Where pipes or conduits occur within 12" of bottom of footing, thicken footing to extend 6" minimum below to provide 3" minimum cover below pipe or conduit Where pipes and footings are parallel to footings, locate footings to fall above 2H : 1V line extending from bottom of footing ABBREVIATIONS AB Anchor Bolt ACI American Concrete Institute ADD'L Additional AESS Architecturlly Exposed Structural Steel AISC American Institute of Steel Construction ALT Alternate or Alternating ALUM Aluminum ARCH'[.. Architectural ASCE American Society of Civil Engineers ASTM American Society for Testing and Materials AWS American Welding Society BLDG Building BOC Bottom of Concrete BOF Bottom of Framing BOP Bottom of Plywood Sheathing BOT BO CG CIP C.J. CJ CL CLR CMU CONC CONN CONT CP DBL DET DIA DL DWG EA EE EF EL EMBED EQ EX or (E) EXP EXT EW FDN FF FIG FLR FP FT FTG GA GALV GB GLB HDR HOR HSB HSS IBC / Bottom Block Out Center of Gravity Cast in Place Control Joint Construction Joint Centerline Clear Concrete Masonry Unit Concrete Connection Continuous Complete Penetration Double Detail Diameter Dead Load Drawing Each Each End Each Face Elevation Embedment Equal Existing Expansion Exterior Each Way Foundation Finished Floor Figure Floor Full Penetration Foot Footing Gauge Galvanized Grade Beam Glu -Lam beam Header Horizontal High Strength Bolt Hollow Structural Steel Intern'! Building Code (Latest Edition UNO) ICBO International Conference of Building Officials ID Inside DiamEter IF Inside Face IN Inch INT Interior JT Joint KIPS Kilo (1000) Pounds KSF Kips per square foot KSI Kips per square inch NOTE: SCOPE OF WORK FOR PB STRUCTURES / PETER M. BLAKELY, SE IS LIMITED TO DESIGN AND ANALYSIS OF THE LATERAL FORCE RESISTING SYSTEM ONLY. VERTICAL DESIGN AND DESIGN OF OTHER TRADES IS BY OTHERS AND REMAINS THE RESPONSIBILITY OF SAID OTHERS. LB LBS LL LLH LLV LOC LONG LVF MAX MECH MFR MIN MISC NF NIC NIP NOM NO or # NTS OC OD OF OPNG OPP OWL PART PC PCF PERIM PERP PL PSF PSI P.T. PT RET REINF REQ'D SCHED SC SEC SHT SIM SOG SPEC SQ SS STD STRUCT SYM THRU TO TOC TOD TOF TOP TOS T&G TJ TYP UNO Vert W/ WF W/0 WP WWF Pound Pounds Live Load Long Leg Horizontal Long Leg Vertical Location Longitude or Longitudinal Low Velocity Fastener Maximum Mechanical Manufacturer Minimum Miscellaneous Near Face Not in contract Not a Part Nominal Number Not to Scale On Center Outside Diameter Outside Face Opening Opposite Open Web Joist Partition PreCast Pounds per Cubic Foot Perimeter Perpendicular Plate Pounds per Square Foot Pounds per Square Inch Post -Tensioned Pressure Treated Return Reinforcement Required Schedule Slip Critical Section Sheet Similar Slab on Grade Specification Square Stainless Steel Standard Structural Symmetrica Through Top of Top of Concrete Top of Deck Top of Framing Top of Plywood Top of Steel Tongue and Groove Trus Joist Typical Unless Noted Otherwise Vertical With Wide Flange Without Work Point Welded Wire Fabirc MARK SHEATHING EDGE NAILING SHEAR TRANS NAILING ANCHOR BOLTS 0.5" STRUCT 1 0.5" STRUCT 1 0.5" STRUCT 1 0.5" STRUCT 1 EACH SIDE 8D AT 6" OC 8D AT 4" OC 8D AT 3" OC 10D AT 4" OC STAGGERED 16D AT 4" OC 0.625" AT 32" OC OR A35 AT 24" OC 16D AT 3" OC 0.75" AT 32" OC OR A35 AT 16" OC (2) ROWS 16D AT 4" 0.75" AT 32" OC OC OR A35 AT 12" OC (2) ROWS 16D AT 3" 1" AT 24" OC OC OR A35 AT 8" OC EA SIDE 0.5" STRUCT 1 10D AT 2" OC (2) ROWS 16D AT 2" 1" AT 16" OC EA SIDE STAGGERED OC OR A35 AT 4" OC NOTES: 1. PANELS MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. MINIMUM PANEL DIMENSION SHALL BE 32" 2. ALL SHEAR PANELS REQUIRE NAILS SPACED AT 12" MAX OC AT ALL INTERMEDIATE SUPPORTS. 3. SHEAR WALL MARK 3 REQUIRE 2X MIN FRAMING AT 16" MAX OC 4. SHEAR WALL MARKS 4, 5, 6 AND 7 REQUIRE 2X MIN FRAMING IN FIELD AT 16" MAX OC WITH 3X MEMBERS AT ABUTTING PANEL JOINTS. 5. SHEAR WALL MARKS 6 AND 7 SHALL HAVE PANEL JOINTS STAGGERED ON OPPOSITE SIDES OF THE WALL AND SHALL HAVE 3X MIN FRAMING IN FIELD, 4X AT ABUTTING PANEL JOINTS. 6. SILL PLATE SHALL BE 2X PT AT MARKS 1, 2, 3 AND 4, 3X PT AT MARKS 5, 6 AND 7. 7. ANCHOR BOLT SHALL BE ASTM A307 WITH 8" MIN EMBEDMENT. 8. ALL NAILS TO BE HOT DIP GALVANIZED 8D COMMON OR 10D COMMON AS NOTED. 9. PROVIDE DBL KING STUD OR 4X AT EA END EA SHEAR WALL UNO 10. PROVIDE i" X 3" X 3" PLATE WASHERS AT ALL ANCHOR BOLTS. SPECIAL INSPECTION REQUIREMENTS SHEAR WALL SCHEDULE SCALE: NOT APPLICABLE NOTES: INDICATES PLYWOOD SHEAR WALL. SEE 1/S1.0 FOR INFORMATION. REQUIREMENTS FOR SHEAR WALLS SHOWN APPLY TO WALLS ABOVE LEVEL INDICATED. FOR REQUIREMENTS BELOW LEVEL INDICATED, SEE PLAN BELOW. SHEAR WALL REQ'TS APLY FULL LENGTH OF WALLS. EXT WALLS TO MEET MARK 3 REQUIREMENTS IN ALL LOCATIONS UNLESS HEAVIER SHEAR WALL REQUIREMENTS ARE INDICATED. 2. HDU21--s INDICATES HOLD DOWN CONNECTION FROM WALL TO FOUNDATION SEE 7/S3.0 3. SEE 11/S3.0 FOR WALL FRAMING DETAILS, TYP HEADER SIZES AND OTHER STANDARD FRAMING REQUIREMENTS TYPICAL FRAMING PLAN NOTES 51.0 SCALE: NOT APPLICABLE SPECIAL INSPECTION ITEM CONTINUOUS PERIODIC NOT APPLICABLE COMMENTS SOILS ENGINEER: PB STRUCTURES PO BOX 354 MAPLE VALLEY, WA 98038 425.691.0443 GRADING EXCAVATION AND BACKFILL CLIENT: THYDA ROS 11837 44TH AVI TUKWILA, WA 425.879.9954 X BY SOILS ENGINEER FINAL GRADING Scale: NOT APPL. X MICRO -PILE INSTALLATION X AUGER PILE INSTALLATION X CONCRETE MIX DESIGNS SUBMIT TO STRUCTURAL ENGINEER REINFORCEMENT PLACEMENT X REINFORCEMENT WELDING X REINFORCEMENT COUPLERS X ANCHOR BOLTS AND INSERTS X MATERIAL VERIFICATION X PREPARATION OF TEST SPECIMENS X CONCRETE PLACEMENT X EPDXY ANCHOR INSTALLATION X EXPANSION ANCHOR INSTALLATION X STRUCTURAL STEEL HIGH STRENGTH BOLTING X FIELD WELDING X WELDING OF STUDS AND ANCHORS X METAL DECK WELDING X MASONRY PER IBC SECTION 1704, LEVEL 1 REINFORCEMENT PLACEMENT X GROUTING X PREPARATION OF TEST SPECIMENS X ANCHOR BOLT AND EMBED PLACEMENT X TIMBER DIAPHRAGM NAILING X SHEAR WALL NAILING X MATERIAL AND GRADE VERIFICATION X NOTES 1. SPECIAL INSPECTION SHALL BE PERFORMED IN ACCORDANCE IN INTERNATIONA BUILDING CODE (IBC) CHAPTER 17 REQUIREMENTS. 2. ITEMS MARKED WITH AND "X" SHALL BE INSPECTED BY A CERTIFIED INSPECTOR IN ACCORDANCE WITH IBC CHAPTER 17 REQUIREMENTS. 3. CONTINUOUS INSPECTION MEANS THAT THE CERTIFIED INSPECTOR IS ON SITE AT ALL TIMES WHEN THE PARTICULAR ACTIVITY IS OCCURRING. 4. PERIODIC INSPECTION MEANS THA THE INSPECTOR IS ON SITE AT INTERVALS AS NEEDED TO VERIFY THAT THE WORK CONFORMS WITH PROJECT REQUIREMENTS. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER JURISDICTION APPROVAL STAMPS DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED. w Q.-- ��I ��,-4 t a; w ad r<, i:: o •76�{�s ��I Nj G' ZONAL rt EXP 03.17.19 04.09.17 LATERAL ANALYSIS FOR PERMIT ENGINEER: PB STRUCTURES PO BOX 354 MAPLE VALLEY, WA 98038 425.691.0443 CO CON'''""" W 00 CLIENT: THYDA ROS 11837 44TH AVI TUKWILA, WA 425.879.9954 PROJECT NAME / ADDRESS: THYDA ROS GARAGE LATERAL 11837 44TH AVE S TUKWILA, WA 98178 PARCEL #536320-0049 Project Number: 17025 Date: APRIL 2017 Scale: NOT APPL. Sheet: silo , 40' 2-6" 1'-4" • Snip/ 0 PER 5/S3. SEE ARCHITECTURAL FOR POST FOOTINGS AND SLAB ON GRADE [Ii LJ N ---TOP OF CONC +0' 0" DOTS INDICATE EXTENT OF SHEAR WALL REQUIREMENTS HDU11 in 0 IHDU11 6X6 DF#1 POST TYP SIX LOCATIONS IHDU11 0 J 'X I • • FOUNDATION PLAN SCALE: 1/4" = 1'-0" SEE 2/S1.0 FOR TYPICAL FRAMING NOTES 1' HI 0 C I-. HDU11 J io OS DOTS INDICATE EXTENT OF SHEAR WALL REQUIREMENTS FF OPEN FOR STAIR SE ARCHTIECTURAL CS 7,7 --TOP OF PLATE +19'0" ROOF PLAN SCALE: 1/4" = 1'-0" SEE 2/S1.0 FOR TYPICAL FRAMING NOTES 4/S3.0 SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSSES AND SHEATHING F<0 O 1s" APA RATED SHEATHING\ ON 2X6 STUDS AT 16" OC ti SECOND FLOOR PLAN SCALE: 1/4" = "1'-0" SEE 2/S1.0 FOR TYPICAL FRAMING NOTES 16" APA RATED SHEATHIN INISHED FLOOR +11' 0" EE ARCHITECTURAL FOR HEADERS, ETC 4' EE ARCHITECTURAL FOR FLOOR `1, JOISTS, BEAMS AND POSTS ON TRUSSES AT 24" OC 2/S3.0 1/S3. H 0 co 7O4' APA RATED T&G SHEATHING N JOISTS AT 16" OC 13/S3. L NOTE: SCOPE OF WORK FOR PB STRUCTURES / PETER M. BLAKELY, SE IS LIMITED TO DESIGN AND ANALYSIS OF THE LATERAL FORCE RESISTING SYSTEM ONLY. VERTICAL DESIGN AND DESIGN OF OTHER TRADES IS BY OTHERS AND REMAINS THE RESPONSIBILITY OF SAID OTHERS. A 700TING CROSS SECTION S2.0 SCALE: 3/4" = 1'-0" REVIEWED FOR CODAE� � pVLI�IANCE D NOV 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 10 2011 PERMIT CENTER JURISDICTION APPROVAL STAMPS DOCUME"TS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED. 04.09.17 LATERAL ANALYSIS FOR PERMIT ENGINEER: CO CY) /CO CS) VJ W r D J CO J d- o cue; <o D / Q >< LL! r- 0 J0") C!) ea COO <C N I- z w J U Co c W CO < < � (� F. - C3) D <Ist:11`- C3) N I— I— d' PROJECT NAME / ADDRESS: —J L.L.. W H J W � 0 COC ) CL' Wap o CI D Project Number: 17025 Date: APRIL 2017 Scale: NOT APPL. Sheet: � S2.O} 3"X3"X4"MI WASHERS TYP UNO #4 CONT AT 18" MAX OC VERT 2 MIN IN STEM WALL EXT GRADE-\ z 2 ZO z 2 DRAINAG SYSTEM e 2X16 AT 16" OC WALL T PLATE. SEE SHEAR WALL SCHED FOR SIZE AND ANCHOR BOLT REQUIREMENTS. PROVIDE 8" X 12" AB AT 32" OC MIN TWO #4 BARS #4 X 24" SLAB DOWELS AT 24" MAX OC " CONC SOG 4 3/4" 2" SEE PLAN #4 AT 16" OC ALT HOOKS 2 #4 CONT AT 3" CLEAR OF BOT e 4 3/4" 16" TYPICAL EXT FTG SCALE: 3/4" = 1'-0" COIL STRAP PER PLA NAILS PER SCHEID 2 ABOVE, 1 BELOW x I- o z'� J z zw w tatomm • z a co cc 0 0 J z z w SCHEDULE DOUG FIR HEM FIR STRAP END L. NAILS END L. NAILS CS22 6" 12-8D 8" 14-8D CS20 9" 14-8D 9" 16-8D CS18 11" 18-8D 12" 22-8D CS16 13" 22-8D 14" 26-8D CS14 16" 30-8D 19" 36-8D CMSTC16 2011 50-16D 25" 58-16D SINKER SINKER CMST14 30" 66-10D 34" 76-10D CMST12 33" 74-16D 38" 84-16D LOOK FRAMING BL STUD AT CMST STRAPS � ABV AND BELOW 6 \COIL STRAP DETAIL S3.0 LAP TOP PLATES AT INTERSECTING WALLS CONNECT W/ 3 16D MIN STUDS PER PLANS OR SECTIONS SCALE: 3/4" = 1'-0" ROOF SHEATHIN EDGE NAILIN 1J EDGE NAILIN OOF TRUSSES AT 24" OC 2' PL 2 A35 PER SHEAR WALL SCHED 32" OC MIN 1 HURRICAN CLIP EA TRUSS 2X6 AT 16" OC TYPICAL TRUSS BEARING S3 SCALE: 3/4" = 1'-0" MARK SIMPSON MODEL POST POST CONN. NOTE 5 HDU2 HDU2-SDS2.5 HDU4 HDU4-SDS2.5 HDU5 HDU5-SDS2.5 HDU8 HDU8-SDS2.5 HDU11 HDUII-SDS2.5 HDU14 HDU14-SDS2.5 NOTES: 1. SEE 8/S3.0 FOR HOLD DOWN DETAILS 2. ANCHOR BOLT EMBEDMENT SHALL BE PER 4/S2.2. THICKEN FOOTING IF NEEDED TO ACHIEVE MIN EMBED. 3. ALL HOLD DOWNS TO BE MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL 4. ANCHOR BOLTS SHALL BE ASTM A307 5. INDICATES NUMBER OF i"X2.5"SDS SCREWS REQD 6. WHEN CONNECTING TO EXISTING CONCRETE, USE ALL THREAD AND EPDXY GROUT. i" AB REQUIRE 10" EMBED, $" REQUIRE 18" EMBED AND 1" REQUIRE 24" EMBED (2) 2X (6) (2) 2X (10) (2) 2X (14) 4X (20) 6X (30) 6X (36) ANCHOR BOLT DIAMETER 0.625" 0.625" 0.625" 0.875" 1" DIA 1" DIA d : AB PER SHEAR WALL SCHEDUL 8" DIA AT 32" OC MIN PROVIDE 4" X 3" X 3" WASHER AT ALL ABs 7 EN PER SCHEDULE EN PER SCHEDUL EN PER SCHEDUL PLYWOOD STH SHEAR TRANSFER NAILING IAPHRAGM EN A35 PER SHEAR WALL SCHEDULE 16" OC MIN [E.W.M LYWOOD STHG LOOR JOISTS. COND TO SIM WHERE FRMG IS PARALLEL ■ BLETOP PLATEL 2X STUDS AT 16" OC UNO 3 TYP SHEAR TRANS NAILING 2 2X OR 3X AT HDU2-SDS2.5, HDU4-SDS2.5, HDU5-SDS2.5, 4X AT HDU8-SDS2.5, 6X AT HDU11-SDS2.5, OR HDU14-SDS2.5 2#4X3'0" HORIZ 2#4AT8"DIA ORe' DIA AB 2 #5 AT 1" DIA ABAT3"EA SIDE AB FLR TO FND HD SCHEDULE S3.0 UDS PER SCHED SCALE: 3/4" = 1'-0" 2X6 EXT WALL TY DBL 2X HEADER S PER SCHED HIGH DENSITY RIGID INSULATIO R10 MIN EXTERIOR WALL HEADER DETAIL OPENING WIDTH IIWII "W"<4' 4' < "W"< 6' 6'<"W"<8' 4X HEADER XT FACE HEADER KING STUDS (2) 2X6 OR 4X6 (1) 2X (2) 2X8 OR 4X8 (2) 2X (2) 2X10 OR 4X10 (2) 2X CRIPPLE STUDS (1) 2X (2) 2X (2) 2X NOTES 1. WHERE FRAMING IS CALLED OUT ON PLANS, PLAN SIZES SHALL GOVERN 2. HEADERS SHALL BE ON DOUG FIR / LARCH #1 OR BTR 3. STAGGER AND BLOCK ALL SHEATHING EDGES 4. PROVIDE AB AT 7" FROM ALL SPLICES IN SILL PLATE 5. ALIGN STUDS WITH SPLICES IN TOP PLATES 6. PROVIDE 8 16D EA SIDE EA TOP PLATE SPLICE 7. PROVIDE A35 KING TO TOP OF HEADER, CRIPPLE TO BOT HEADER AND BOT OF SILL AND CRIPPLE TO SILL TYP WOOD WALL FRAMING S3.0 m ca co < << 0 00 .no, i -Toe ‘-•Eo SCALE: 3/4" = 1'-0" �ROVIDE 2 ROWS OF 16D AT 8" OC AT DBL 2X DU HOLD DOWN PER PLAN OR SCHEDULE CO CONC FT ROVIDE PL $ X 3 X 3 WITH DBL NUTS AT 1" DIA AB, 3" HOOK OR STD NUT ELSE FOUNDATION HOLD DOWN SCALE: 3/4" = l'-0" SHEAR TRANS NAILING TYP STUD TO STUD AS SHOWN "T" INTERSECTION 16DAT8"OCMIN STUD TO STUD ro,H N PLY TO STUDS TYP AS SHOWN LY WHERE OCCURS CORNER INTERSECTING WALLS STUDS AT 16" OC UNO 12 TYP WOOD WALL FRAMING S3.0 SCALE: 3/4" = 1'-0" H1 EA OUTRIGGER 8D@6"OC-. -ROOF SHTG 2X BLKG DROPPED TOP CHORD MEMBER 2X BLGK 16D TOENAILS AT 6" OC 1" SHEATHIN 16D TOENAILS 6" OC CANTILEVE 24" OC OUTRIGG AT ROPPED TOP CHORm E :ER GABLE END TR . S VERTMEMB "S OC TH 6" MAX 4 A35 EA BRAC E DBL TOP PL 2X4 BRACE AT 48" OC W/ LPTA4 EA SI 2X4 AT EA BRACE LOCATION GA10 AT 48" OC MIDWAY BETWEEN WALL BRACED GABLE END TRUSS 9 S3.0 S3.0 / SCALE: 3/4" = 1'-O" NOT USED SCALE: 3/4" = 1'-0" ST6224 CENTERED ON SPLICE 12" MIN X WALL WIDTH SOLID BLOCK BOTTOM PLATE SPLICE �.i ISI IABRR?Wallik. DETAIL AT OFFSET DBL PLAT 6'-0" MIN BETWEEN SPLICES 2 CO 2) LPT4 EA SIDE OF BLOCK TOP PLATE SPLICE PROVIDE 8 16D MIN @ 6" OC BETWEEN SLICES I E EA END PROVIDE 2 16D AT 16" OC STAGGERED TYP UNO 2 16D EA STU 2X STUDS AT 16" OC TYP UNO TYP DOUBLE TOP PLATE SPLICE SCALE: 3/4" = 1'-0" STRAP TIE HOLD DOWN PER PLAN IM JOIST WHERE OCCURS E 1" MIN F CORNER 5 FOUNDATION HOLD DOWN S3.0} SCALE: 3/4" = 1'-0" 10 NOT USED S3.0 SCALE: 3/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER NOTE: SCOPE OF WORK FOR PB STRUCTURES / PETER M. BLAKELY, SE IS LIMITED TO DESIGN AND ANALYSIS OF THE LATERAL FORCE RESISTING SYSTEM ONLY. VERTICAL DESIGN AND DESIGN OF OTHER TRADES IS BY OTHERS AND REMAINS THE RESPONSIBILITY OF SAID OTHERS. JURISDICTION APPROVAL STAMPS DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED. N. 1 0 0 EXP 03.17.19 04.09.17 LATERAL ANALYSIS FOR PERMIT ENGINEER: Co M MO CO C) c w I1 W > O LL " W T- U) CO EIL CO O<Ccv O cL ` r ADDRESS: PROJECT NAME Project Number: 17025 Date: APRIL 2017 Scale: NOT APPL. Sheet: x 1EAJER - --SPLICE DBL TCP PLATES PER 13/S3.0 INGS RIFPLI S LL "W' < 4' SILL 4'<"W SILL 6'<"W CRIPPLE ST <E <£ 2X 22X 32X ST2115 ON 2X BLK AT EA CORNER OPENING WIDTH 'W' N\ ---ADD " Zia .5. d : AB PER SHEAR WALL SCHEDUL 8" DIA AT 32" OC MIN PROVIDE 4" X 3" X 3" WASHER AT ALL ABs 7 EN PER SCHEDULE EN PER SCHEDUL EN PER SCHEDUL PLYWOOD STH SHEAR TRANSFER NAILING IAPHRAGM EN A35 PER SHEAR WALL SCHEDULE 16" OC MIN [E.W.M LYWOOD STHG LOOR JOISTS. COND TO SIM WHERE FRMG IS PARALLEL ■ BLETOP PLATEL 2X STUDS AT 16" OC UNO 3 TYP SHEAR TRANS NAILING 2 2X OR 3X AT HDU2-SDS2.5, HDU4-SDS2.5, HDU5-SDS2.5, 4X AT HDU8-SDS2.5, 6X AT HDU11-SDS2.5, OR HDU14-SDS2.5 2#4X3'0" HORIZ 2#4AT8"DIA ORe' DIA AB 2 #5 AT 1" DIA ABAT3"EA SIDE AB FLR TO FND HD SCHEDULE S3.0 UDS PER SCHED SCALE: 3/4" = 1'-0" 2X6 EXT WALL TY DBL 2X HEADER S PER SCHED HIGH DENSITY RIGID INSULATIO R10 MIN EXTERIOR WALL HEADER DETAIL OPENING WIDTH IIWII "W"<4' 4' < "W"< 6' 6'<"W"<8' 4X HEADER XT FACE HEADER KING STUDS (2) 2X6 OR 4X6 (1) 2X (2) 2X8 OR 4X8 (2) 2X (2) 2X10 OR 4X10 (2) 2X CRIPPLE STUDS (1) 2X (2) 2X (2) 2X NOTES 1. WHERE FRAMING IS CALLED OUT ON PLANS, PLAN SIZES SHALL GOVERN 2. HEADERS SHALL BE ON DOUG FIR / LARCH #1 OR BTR 3. STAGGER AND BLOCK ALL SHEATHING EDGES 4. PROVIDE AB AT 7" FROM ALL SPLICES IN SILL PLATE 5. ALIGN STUDS WITH SPLICES IN TOP PLATES 6. PROVIDE 8 16D EA SIDE EA TOP PLATE SPLICE 7. PROVIDE A35 KING TO TOP OF HEADER, CRIPPLE TO BOT HEADER AND BOT OF SILL AND CRIPPLE TO SILL TYP WOOD WALL FRAMING S3.0 m ca co < << 0 00 .no, i -Toe ‘-•Eo SCALE: 3/4" = 1'-0" �ROVIDE 2 ROWS OF 16D AT 8" OC AT DBL 2X DU HOLD DOWN PER PLAN OR SCHEDULE CO CONC FT ROVIDE PL $ X 3 X 3 WITH DBL NUTS AT 1" DIA AB, 3" HOOK OR STD NUT ELSE FOUNDATION HOLD DOWN SCALE: 3/4" = l'-0" SHEAR TRANS NAILING TYP STUD TO STUD AS SHOWN "T" INTERSECTION 16DAT8"OCMIN STUD TO STUD ro,H N PLY TO STUDS TYP AS SHOWN LY WHERE OCCURS CORNER INTERSECTING WALLS STUDS AT 16" OC UNO 12 TYP WOOD WALL FRAMING S3.0 SCALE: 3/4" = 1'-0" H1 EA OUTRIGGER 8D@6"OC-. -ROOF SHTG 2X BLKG DROPPED TOP CHORD MEMBER 2X BLGK 16D TOENAILS AT 6" OC 1" SHEATHIN 16D TOENAILS 6" OC CANTILEVE 24" OC OUTRIGG AT ROPPED TOP CHORm E :ER GABLE END TR . S VERTMEMB "S OC TH 6" MAX 4 A35 EA BRAC E DBL TOP PL 2X4 BRACE AT 48" OC W/ LPTA4 EA SI 2X4 AT EA BRACE LOCATION GA10 AT 48" OC MIDWAY BETWEEN WALL BRACED GABLE END TRUSS 9 S3.0 S3.0 / SCALE: 3/4" = 1'-O" NOT USED SCALE: 3/4" = 1'-0" ST6224 CENTERED ON SPLICE 12" MIN X WALL WIDTH SOLID BLOCK BOTTOM PLATE SPLICE �.i ISI IABRR?Wallik. DETAIL AT OFFSET DBL PLAT 6'-0" MIN BETWEEN SPLICES 2 CO 2) LPT4 EA SIDE OF BLOCK TOP PLATE SPLICE PROVIDE 8 16D MIN @ 6" OC BETWEEN SLICES I E EA END PROVIDE 2 16D AT 16" OC STAGGERED TYP UNO 2 16D EA STU 2X STUDS AT 16" OC TYP UNO TYP DOUBLE TOP PLATE SPLICE SCALE: 3/4" = 1'-0" STRAP TIE HOLD DOWN PER PLAN IM JOIST WHERE OCCURS E 1" MIN F CORNER 5 FOUNDATION HOLD DOWN S3.0} SCALE: 3/4" = 1'-0" 10 NOT USED S3.0 SCALE: 3/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 21 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 10 2017 PERMIT CENTER NOTE: SCOPE OF WORK FOR PB STRUCTURES / PETER M. BLAKELY, SE IS LIMITED TO DESIGN AND ANALYSIS OF THE LATERAL FORCE RESISTING SYSTEM ONLY. VERTICAL DESIGN AND DESIGN OF OTHER TRADES IS BY OTHERS AND REMAINS THE RESPONSIBILITY OF SAID OTHERS. JURISDICTION APPROVAL STAMPS DOCUMENTS COPYRIGHTED BY PETER M. BLAKELY, SE AND/OR PB STRUCTURES AND REMAIN THE PROPERTY THEREOF. REPRODUCTION TRANSMISSION OR RE- USE OF ANY OR ALL DOCUMENT, IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM PETER M. BLAKELY, SE AND/OR PB STRUCTURES IS SPECIFICALLY PROHIBITED. N. 1 0 0 EXP 03.17.19 04.09.17 LATERAL ANALYSIS FOR PERMIT ENGINEER: Co M MO CO C) c w I1 W > O LL " W T- U) CO EIL CO O<Ccv O cL ` r ADDRESS: PROJECT NAME Project Number: 17025 Date: APRIL 2017 Scale: NOT APPL. Sheet: