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Permit D12-073 - DRAKE RESIDENCE - NEW SINGLE FAMILY RESIDENCE
DRAKE RESIDENCE 5148 S 172 LN D12 -073 City oilTukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov COMBINATION PERMIT - NEW SINGLE FAMILY Parcel No.: 8125200238 Address: 5148 S 172 LN TUKW Project Name: DRAKE RESIDENCE Permit Number: D12 -073 Issue Date: 02/28/2013 Permit Expires On: 08/27/2013 Owner: Name: S S M HOLDINGS LLC Address: 21619 4TH AVE S , NORMANDY PARK WA 98198 Contact Person: Name: HARRY SINGH Address: 5140 S 172 LN , TUKWILA WA 98188 Email: H207SINGH @COMCAST.NET Phone: 206 - 261 -7657 Contractor: Name: OWNER AFFIDAVIT - HARDEEP SINGH Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCT NEW SINGLE FAMILY RESIDENCE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, .AND UNDERGROUNDING OF POWER. HIGHLINE WATER DIST. & VALLEY VIEW SEWER DIST. TRANSPORTATION IMPACT FEE. Value of Construction: $502,912.88 Fees Collected: $12,163.58 Type of Fire Protection: International Residential Code Edition: 2009 Type of Construction: Occupancy per IBC: 22 Electrical Service Provided by: PUGET SOUND ENERGY ** *continued on next page * ** doc: IBC- SF7/10 D12 -073 Printed: 02 -28 -2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Size (Inches): 0 N Start Time: End Time: Y Volumes: Cut 10 c.y. Fill 10 c.y. N N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: Date: > �C/— 13 I hereby 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 aut'%rized to sign and obtain this development permit and agree to the conditions attached to this permit. / Signature: Print Name: Date: z / d�.7 This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. dot:: IBC- SF7 /10 D12 -073 Printed: 02 -28 -2013 9: There shall be no occupancy of a buildincl' final inspection has been completed and 411/ oved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *PLUMBING .AND GAS PIPING * ** 20: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 21: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 22: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 23: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 24: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 25: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 26: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 27: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 28: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 29: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 30: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. doc: IBC- SF7/10 D12 -073 Printed: 02 -28 -2013 31: The applicant agrees that he or she will a licensed plumber to perform the work oullid in this permit. 32: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 34: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 35: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 36: Work affecting traffic flows shall be closely coordinated with the Public Works Project Inspector. 37: Any material spilled onto any street shall be cleaned up immediately. 38: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 39: 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. 40: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 41: 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. 42: 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. 43: ** *FIRE DEPARTMENT CONDITIONS * ** 44: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 45: Art approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2327) 46: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance No. 2327). 47: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. 48: Maximum grade for all projects is 15 %. 49: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 50: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC- SF7 /10 D12 -073 Printed: 02 -28 -2013 CITY OF TUKWALA Community DevelopnWil Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http: / /www.TukwilaWA.gov COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY 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 Address: King Co Assessor's Tax No.: tSI2 S Z C.-YD 2:3 37 /fS _goo 771 / 72 LA) -r6 1,0124 6(1/4- 0<: /ef PROPERTY:OWNER Name: S tviii in p /e'ii -fie -A Name: > , City: iu �emi/ Lii State: ‘4,(74_ Q f q Address: 5 /4/Q x_e) / _27 L /J City: ruaelfil/ / P State: `v) Zip: 9p cis vCONTACT PERSON person receiving aII o ect .; �.�::C 4t r. to ti 1 �'� -� COtnffilllllCatlOn.: 4 s;... �. #.r- Fa Lx z ' r : Name: S tviii in p /e'ii -fie -A Address: -5-/Y0 `72 L s/ i /Zip: City: iu �emi/ Lii State: ‘4,(74_ Q f q Phone: 2.06 26,1 765. . Fax: Architect Name: //�� Email: ii .Ze 7 g/w�j j/ ( C C� ,,,,,„ / .N(: sG • iti :`'COIVTRACTOR,iNFORMATION :: Company Name: r e Company Name: City: State: Zip: Address: Architect Name: City: State: Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: ARCHITECT r e Company Name: City: State: Zip: Phone: 4/2$ _7(0 - ,5-60Fax: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER01,0 ORDf: " �-, _ ;; Company Name: 1,a c C L z—/U 67 itipEr21ii Engineer Name: /iq l' L Hce6 6 Address: City: State: Zip: Phone: 4/2$ _7(0 - ,5-60Fax: Email: t,ENDERlBOND ISSUED (required f. projects $5 000ior; " greaterpeiRCW;192095)', t� r, Name: Address: City: State: Zip: H:\Applications\Porms- Applications On Line\2011 Applications \Combination Permit Application Revised 9 -9 -1 l.docx Revised: August 2011 bh Page 1 of 4 WIRITEW NFDRAWfaik: Valuation of project (contractor's bid price . $ Scope of work (please provide detailed information): f64H i,.... If ±Attu 4!BiWlo!I: 4 *DETAILED BUILDING 1lNFORAMTION ni. i,? t> 17 �r r , 4 of ''v, ?I f , ;ss ;Z,ra�., -,.. r»�' _ j PROJECT FLOOR"AREAS, tax <c a, a"v`�a ' ''s t� :� , a,. iv .x a :i . :; � PROPOSED`.SQUARE ,r;. 5^. j , : S c' ', 9- ;r .FOOTAGE;]'. ° s; Basement 1St floor /5 7/ 2nd floor ` Garage • carport • Deck — covered • uncovered • Total square footage 3 58 I , Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206 -575 -4407. EQIJiPMENt AND FIXTURE INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ C (1 C) furnace <100k btu thermostat emergency generator appliance vent wood/gas stove fuel type: other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ 2 t)66 0, y bathtub (or bath/shower combo) bidet dishwasher floor drain lavatory (bathroom sink) L sink water heater (gas) lawn sprinkler system H:1Applications \Forms - Applications On Line1201 1 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh ❑ electric © ias ventilation fan connected to single duct water heater (electric) 1 clothes washer l shower water closet gas piping outlets Page 2 of 4 :'- lee LldiaiRI(S P RMIT INFORM` •N ity Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public. Works Bulletin #1 for fees'arid estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ .. Sewer use certificate (� �Highline ...Valley View ❑...Renton ❑ ...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance ❑... Easement(s) 0... Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ ... Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance ❑ ...Construction /Excavation/Fill - Right -of- Way...❑ -or- Non Right -of -Way.. ❑ ❑ .. Total Cut ❑ .. Total Fill EKSanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Permanent Water Meter Size /'" WO # ❑ .. Residential Fire Meter Size " WO # ❑ .. Deduct Water Meter Size ❑ .. Temporary Water Meter Size ❑ .. Sewer Main Extension Public ❑ -or- Private ❑ Cubic Yards Cubic Yards 0... Work In Flood Zone ❑... Storm Drainage 0... Abandon Septic Tank ❑ ..Trench Excavation 0... Curb Cut ❑ .. Utility Undergrounding 0... Pavement Cut ❑ .. Backflow Prevention - Fire Protection 0... Looped Fire Line Irrigation Domestic Water " WO# ❑ .. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) 3 ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms- Applications On Line\201 I Applications \Combination Permit Application Revised 8 -9 -1 l.docs Revised: August 2011 bh Page 3 of 4 +..tea s•..4 >+'sro. .Y 'Cd au�.Y.(«p..l �Y'� aLW MnVa...: .�. _+.�.l.N .v .•iiiw.aae..' ♦ wy.Y�Max� hay�{ ,,. PERMIT A'P E CAI ON II , 16111 O ALLrPERIVIITS W iti§ tram � s a e Value of' construction — In all cases, of construction amount should be entered bye a 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. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWN]E OR AUTH Q� ED AGENT: Signature: 66// ,•�j Print Name: Mailing Address: Date: .V-7// 2- 7t227? /� . iu 5 6' Day Telephone: 2061 2 g / —7 65 7 uo �� / 72_ L.' a w/L,-, H1Applications'Porms- Applications On Line12011 Applications \Combination Permit Application Revised 8- 9- 11.docx Revised: August 2011 bh City State Zip 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 //p1 A91 —(2) ,-F PERMIT # i7 /7 _ 07� If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road /Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) ©O- -' z ©pe 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards $250 (1) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS • RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for lsi 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 and Permit Fees (4) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 CITY APR 0 6 2012 PERMIT CSR INCOMPLETE 1 D12 -013 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) $ (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 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 Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 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. if ® 9 Approved 09.25.02 La t Revised, 01.01.11 frIN irwAeo k • •. ! (71 2 ,1:4 5n 'e t (8) 1 BULLETIN A2 • TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME t L.!tici D (j(C ///EInT# p_ / 2 e_) 7 3 If you do not provide contractor bids or an engifieer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking /Access A. Total Improvements / (t'; �? _ 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 2 • �� 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) $ 2.7 S - t219(4) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1s, 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 and Permit Fees $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 275- c'�- 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 01.01.11 1 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.TukwilaWA.gov Parcel No.: 8125200238 Address: 5148 S 172 LN TUKW Suite No: Applicant: DRAKE RESIDENCE RECEIPT Permit Number: D12 -073 Status: APPROVED Applied Date: 03/07/2012 Issue Date: Receipt No.: R13 -00931 Initials: WER User ID: 1655 Payment Amount: $8,769.88 Payment Date: 02/28/2013 11:14 AM Balance: $0.00 Payee: H S CONSTRUCTION AND INVESTMENTS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Payment Check Authorization No. ACCOUNT ITEM LIST: Description 5884 5,884.00 2,885.88 Account Code Current Pmts BUILDING - RES FIRE IMPACT FEES MECHANICAL - RES PARK IMPACT FEES PLUMBING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000.322.100 90830402.5000.5304.XXXXX 000.322.102.00.00 90330109.5000.5301.XXXXX 000.322.103.00.00 000.342.400 000.342.400 000.345.830 640.237.114 104.367.120 Total: $8,769.88 4,798.00 922.00 189.00 1,426.00 252.00 23.50 83.00 58.00 4.50 1,013.88 doc: Receipt-06 Printed: 02 -28 -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.TukwilaWA.gov Parcel No.: 8125200238 Address: 5148 S 172 LN TUKW Suite No: Applicant: DRAKE RESIDENCE RECEIPT Permit Number: D12 -073 Status: PENDING Applied Date: 03/07/2012 Issue Date: Receipt No.: R12 -00943 Initials: User ID: WER 1655 Payment Amount: $3,393.70 Payment Date: 03/07/2012 10:57 AM Balance: $5,268.50 Payee: H S CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 175473 ACCOUNT ITEM LIST: Description 3,393.70 Account Code Current Pmts PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 000.345.830 000.322.100 000.345.830 Total: $3,393.70 3,118.70 250.00 25.00 doc: Receiot -06 Printed: 03 -07 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA/98188 _ ., • (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D`2 - 3 Project: t> CZA,IZf Type of In pection: taia.0I_ Address: i Li a S ) -7 2 L Date ailed: -- t f a �d - Special Instructions: rd y. A `v. D ate d — Z,3�--t4 p.m. Requester: Phone No: f: r ` Approved per applicable codes. Corrections required prior to approval. COMMENTS: PJ M'T (.o AA pige Inspect (Date: 0._ 3 _74, REtNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection. 17 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projecl � Type ospeo .� 47 , 11-7 .'`c ). , on; iImo•• f Address: I 1 io S t 7 Z L K1 Date Calved: /-71---'. (°r 1 j v G7 ( (. - Q pPrr,Jc.'d. Special Instructions: Date Wanted: C4 —zO 114 m. .m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 47 , 11-7 .'`c ). , on; iImo•• f ,•, 1,1_.)e- /-71---'. (°r 1 j v G7 ( (. - Q pPrr,Jc.'d. __T: Ribb, :�51 L . _ 11N, ?(A14 . Tt _ [rf 7 f: fNJ,' /GLi F r ris- Ar• kit l't‘-'I`4 - A.IfFefcd tfspec or: Date: ...i.� # 1m, -,�(- I c- -2G -1L REINSPECTION FEE REQUIRED. Prior to next inspection, fee ust be vid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 12 -013 Project: Type Inspection: Address: 1 / � � � / Date Called: (---' Special Instructions: • 1. Date Wanted: , - �/ a.m. 2 Requester: Phone No: 2 e(- 7495. . proved per applicable codes. O Corrections required prior to approval. COMMENTS: A4/1_401/4e Inspector: C\A Date . i S ✓ 1* n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ' :1 f INSPECTION RECORD Retain a copy with permit INSPECTION NO. - •"* PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: b 24 �f _ Type o t r - - r..3 A not 4 (i) /Pi tartAlr) ;Ns - It OT tz 4'Awl. Re,wl 140l-u1+7 Address: 6 H8 S i 1 Z W Date Called: Pi PC, M pr (e - �A.1.11[, Special Instructions: : Date Wanted: A Requester: / Phone No: QApproved per applicable codes. OCorrections required prior to approval. COMMENTS: Q LA , (i) /Pi tartAlr) ;Ns - It OT tz 4'Awl. Re,wl 140l-u1+7 ('F-. r-ty t. k vie. �} ) ei 1\ , ..k.1‘44 11g q/i _a.. c3 A I.�. R vA a0E kr i - ; N'c .1 e / Cre i 1c. v,24 -e j- - �A.1.11[, hoe het ki;64 - 1:-.',1/4)4) - A ?a fr i- i 0 ColAs?ip%ki ‘. ...1":::;NJAL — flpprcr1/4j / • , .d • El RE ' PECTION FEE REQUIRED. Prior to next inspections ee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ' iz- 3 Project: a `rA- - RS.9c' Type f Inspection: f tuA D. , C. AJ4. Address- sf 1 �, r Date Called: rtiti- I( c (e.MM d j7"0 s: 4v) D,,,,,r-v- C -0- -,,, S + 6 L. !Iv / VI � Jeti / _kV e__AS.`i► 4.7 --. /14 0.1- 0.c., ` c.r('' 1 . S%1 Special Instructions: AI O /� a to if - k � r n.p t J A ( � " ' e �J�Phone 0000 c&eTO � � Date Wanted: -4 �4 ai !m. Requester: No: ,- DApproved per applicable codes. Corrections required prior to approval. COMMEN ic,. Mc1.S i 6 D EC ,lr`c9/Q (14, xnsa(A t-i)(6ja pi, ( TO vvMr N 4-_/u r/}-t4 igu it 44, 1 e- ri k r (irs 6 /prAc • 'rill(, Si p1 /oAica1?Zidati Mme-- G/1.fAC1 'S e(' / Do S. ari v c-/ ,0 J` tt :•1 14f rtiti- I( c (e.MM d j7"0 s: 4v) D,,,,,r-v- C -0- -,,, S + 6 L. !Iv / VI � Jeti / _kV e__AS.`i► 4.7 --. /14 0.1- 0.c., ` c.r('' 1 . S%1 il/jr.S E'_Y l -cJ ( 4i . Ft x- N.49 MA —re T, b -?I+ 2/e S No with l v i lir JA 0/11)4j Scce -1SJ1 47'f. 60,4-8 B MA3 bl kV 1'e-Ar `Ai @V` J £ S7 J4(. nle2� G( OJT ,hf 'J/ .:(C w; 11.,'1 9, Fe_ ,-,` 6 c� , i mot. do fi a/ Inspector: DateZ: -- 47-1* REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • read 17 :: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 bV2 -15-73 PrAect: .URA Rt. S Type of Inspection: :L q Address: tycn S I-iz Lk/ Date Called: Special Instructions: Date Wanted: c1 __ G - f ) a.m: Requester: Phone No: —&-G 76 S7 �l II.Approved per applicable codes. O Corrections required prior to approval. COMMENTS: - spy ("4 A. ( �(� Da> �'z n INSPECTION FEE EQUIRED. Prior to next inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - • Stletzet.. —Jet. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D1±-a-73 project: �� � �1� � Type f Ins ection: V��A 11 15I.(LAI 1OAi Addres : 51gb S I-72 LN Date Called: Special instructions: D ' J01 Datg,Wawte;:,` �� ��.m Requester: P� - /GI -.76,5 7 Approved per applicable codes. El Corrections required prior to approval. ! COMMENTS: ct 27- REI SPECTION FEE REQUIR D. Prior to n t inspection. fee must be pa' at 6300 Southcenter Blvd.. Suite 100. . 11 to schedule reinspection. 111 _ .... J INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 P ect: Tme of Inspection: c 1? A iv1 oc, - Ap✓ { ®K -70 21-. N sul � 4 ei,,oh,tAila-i/ - ).Ay,- IN ki a®- ymp1 /P AI&7i" or 410 sp ne°. 4-/?',n.+,4' oi,,cp ,ti OY'(4 / Address: 451 Li 8 S 1-71 Lo Date Called: Special Instructions: 5130- c .. 3d Date W nted: a.m� Requester: Phone No: —26f 7-- 7 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: )oiTJ�AJ5j(Un kFPdtt --- ii1- (&41f/f c 1? A iv1 oc, - Ap✓ { ®K -70 21-. N sul � 4 ei,,oh,tAila-i/ - ).Ay,- IN ki a®- ymp1 /P AI&7i" or 410 sp ne°. 4-/?',n.+,4' oi,,cp ,ti OY'(4 / sp r: z2 - ►3 INSPECTION FEE REQUIRED. Pr or to next inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS'ECTVON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 tY:zs (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 biz -013 Project: -____T M3 RL Type f Inspectiop: Tub ' f +F. -Adur —` I Address: t 1 2t' , f 1 Date Called: ` A-r_ T u B SIN 6 tiJ tf 5 ,,.> r r J v^ S Special Instructions: A. GP�,o(c:r e : p ,) 1 Date Wanted: `� -/.3 r 9 P.m- Requester: Phone No• c o - 2 c : , 1 , 7 ( 0 5 , 7 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ' • -____T M3 RL c..3 A., A e._e e err A IAA 19 0 C '' -1-1 Tub ' f +F. -Adur —` I Ac sJ 9,._)( '5 f &e..:(.' O eetrooi ` A-r_ T u B SIN 6 tiJ tf 5 ,,.> r r J v^ S A. GP�,o(c:r e : p ,) 1 Weil `-r-J ^.s p GSA ( lnspe or: Date: C -- C REINSPECTION FEE REQUIRED. Prior to'next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t 4tw INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 612 - or? 3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 " (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec i ! � A /1„ r Type of Inspection. DU( -1-- Ac m Ad. � 4 0 f t 2 ^- L Date Called: Cc, ,-> % A c r A'A. Special Instructions: Date Wanted:,.., Y -r!'', -13 p.m. Requester: Phone 14,2:.-- DApproved per applicable codes. Corrections required prior to approval. COMMENTS: CO t istkk Ke - , '.\ 1 p R. )Le./, (4.0J Cat" . -----_,. Cam'' d,--, ` 1l- . ay Cc, ,-> % A c r A'A. Insp ctor: Date: REINSPECTION FEE REQUIRED. prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING -DIVISION r 6300 Southcenter Blvd., #100, Tukwila. WA 98188 AN (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ..ii (2 -013 Project r� le"--e n Type of IncsSpecti re_ �, r AddrS esf:� � , � � d 1-A/ Date Called: c _ Q.a ra" <1 Special Instructions: Date Wanted: - � 4 1 . ar p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 MQZ.A... .-1—AS Jt iClt) /• -c---3 1.-.:-. Ar -1 r (2 c_1 3Q ;A ON Ale I r J -JeAI. c _ Q.a ra" <1 Inspector: tA Date: n REINSPECTION FEE REQUIRED. nor to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. mo..-- - �.. �Llf#itlb'*VT�'Y5T1dG tiE, ee n 'Ca.xti.4ctt�+:w_4L.�d6r INSPECTION RECORD 'Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 le-- Dr2 -0`73 Proje t: -0/ A- fce . A -P S Type, of Inspection: ( c o u (, 4- . (_" JU 64S Address: 1'7 ( - e , GJV Date Called: Special Instructions: Date Wanted: _C�_ %� /�a�mr. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. Date: c_ _ �3 Er �.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF-TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 bi-1-6t73 Project: OVA / 1t4.s Typ or Inspection: (to (J �N er Address: Sie1-F �t d 192. Date Called: Date Wanted: �'� '/ p.m Special Instructions: Requester: Phone No: _ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ni t r) .,-e fY' s= C- `0, (--- i r J c i -r-# .S1" Q IA e k ex(A 0.Js 03 pt .� 1 ! Inspec or: (Date: n REINSPECTION FEE REQUIRED. F3rior to next inspection, fee must be paid at 6300 Southcenter Btvd., . Suite 100. Call to schedule reinspection. 4k1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 DI 2-013 Pr 'ect: ''" Ty of Inspection: Q6k J Pcv�4 ��2 Ad s O t r.) z f / LA/ Date Called: Special Instructions: . 0(0 V6) Q —v(.� Date Wanted:. (p -� -�.3 Requester: Phone ' 1(e ( - ' 57 Approved per applicable codes. Corrections required prior to approval. COMMENTS: itiC NO Li I tkLAti\ CJDotAi (Apo Inspect • r: k) )1, REINSPECTION FEE REQUIRED. Prior'fo next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Do- s 3 Pr ect: -- (( . f A— L iQ • Type of Inspection: PG t )u(,t"E .:l 'J t J . Ad S 14 K I "12 W Date Called: Special Instructions: .3 Date Wanted �p ` 3 r r /3 Requester: Phone No V' 2(Q( -1(S'7 ElApproved per applicable codes. orrections required prior to approval. COMMENTS: 1 `ir NI (3 0 L --(O Wl% -)I`T S r ‘,-k-A J z N k- p(.� -� �- c d i. (A---s t ( A. - t s , J-ej fir_- i' Ari 14 I I Ai A-; ( pot 4-T'$ .3 .T.7". s -Ai,( S Ai S-0 /1 • i ,3 e l i'fc ,Q;re-101 Ji7- (o T-A C i /i---q -4. ( l/uC o _s `)t r/ r l :f. L,D 1,J- e/)D4 -.\ tO77S 4 5t, DA („Pp j`P)r sv , oI' p49V e____ *Kt" 0/1 e -.0..1■11/. 1 I Inspector: r7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: D12-(973 - INSPECTION RECORD Retain a copy with permit INSPECTION Np. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Va- Projt:r f9 11 TypielofIns J yctf W j �'1L Adds' 2 w�°' a / Date Called: Special Instructions: Date Wante ` Y�� �' . �3 p p.m. Requester: Phoy2NR: j '76f --%6, rl Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 44( 9 Inspectoj: Dates- 44 —(3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. s INSPECTION NO. INSPECTION RECORD Retain a copy with permit D r2 -ori31. C PERMIT NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 14.1 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje5 r r' _ Ty o�peC T) �� 1 V0�" 'c Address; (4 1 Z -LA/ Date Called: Special Instructions: Date Wanted:. ,-ate.. .� ---� --/3 p.m. Requester: Pho . 40:40 —2 (0 1-110. 1 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 6,6QfLI I spector:` fr t REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. D a l a i 13 INSPECTION NO. INSPECTION RECORD Retain a copy with permit_ CITY OF TUKWILA BUILDING DIV$SION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 d'2 -073 PERMIT NO. Project: ( t A4P � A %&S€ 4 f J1 G... Type of Inspection: .y. F1 )1 ,7 f k.. 5 UA Address: 5 4 R )'12_ LA/ Date C lied: • de 2 Special Instructions: Date Wanted + p.m. Requester: . .. • Phone No: j '7S7 0 Approved per applicable codes. e tc ions required prior to approval. COMMENTS: c—af (17— V---st,\P .4 II ,0/1 `t' 1-114 Vo tics' r,*d l2 sc: P,,. () 7 411' ct) Insp ctor: Date ' 3 REINSPECTION FEE RE UI ED rior to next ins ection;:.fee must be • • paid at 6300 Southcenter 13Lvd., Suite 100. Call to sche'dule.reinspection. . • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 h/1 -013 Proj hrM'e t: 1 ! / e -J. AtA _.-4. Typ f Inspection: rj J AA ,9 A/ Add,L.ss: "0 Date Called: Special Instructions: Date Wanted vm,, .S ---/q r p.m. Requester: Phone No4 7 c - l ---74.s7. ciApproved per applicable codes. Corrections required prior to approval. COMMENTS: D/A- MR C, SP JO- #k Al D -- ' 3 J f cJ t, N U cll -c-0��� Inspect: Date REINSPECTION FEE REQUIRED. Pr or to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh: • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 J -0 (73 Projec (l �,�( � r C� • vC •-"t (fir Typ f Ins`p'ection: r-) { • A 6 Address: - r 8 (r7z --IVV Date Called: Special Instructions: -� , ,yam.Requester: Date Wanted c-` —.�a iii) (j t t3 p.m. pi/A PhoO,e N / ` z1., i ,....--)675-7 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: pi/A K _-no d L I ( / T JJ AA t c - -e!\ (DLIT t t‘ 3 A-I as ' ( t u re --ni UE-e-k- -T---A--((f-0 ...-----... - (I Inspector: 1 A. Date , n REINSPECTION FEE'REQUIRED. Prir to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ;INSPECTION Na PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 DIt -0 ?3 Pro,jgct: ilfafi- D OuN1 5pockf and rfr� der" S Type of Inspection: 50 fut•rb per C f �'�Url d et rats .. Ok . Address: g t o . S V 2- 1-in Date Called: T1 /9 / (3 Special Instructions: Date Wanted:. 3 1'01:41 Z �. Requester: I4/2, arc./ Phone No: / EApproved per applicable codes. El Corrections required prior to approval. COMMENTS: D OuN1 5pockf and rfr� der" S tdake0( u -{o Orl -s,V� s1Orvn fut•rb per C f �'�Url d et rats .. Ok . l -4-0 6a r t4-F.11. l Inspector: PS Date: q123/(3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. S • INSPECTION NUMBER INSPECTION RECORD: - Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT . 206 -575 -4407 Project: j `e ( Type of Inspection: Address: Suite #: 451 c , 1 12_ ''46" . Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: - -_ Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector Date: Hrs.: /. 4 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ' INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit pie). — 07� /3— S —/N PERMIT NUMBERS - CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 4 lice Typ of Inspection} R Y Monitor: C: (%) TL&k/t`4_ uite. #: ,�I ��- suite S � �'�r'' Contact Person: Special Instructions: gG —re-54- — q0 C Phone No.: f ;' pproved per applicable codes. Corrections required prior to approval. • COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: gG —re-54- — q0 C , sT- - ...,„ Add) ° t !r0 ce. Co i it. Ah1 Waafr 644 IL. lob 444- S,i1 : Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: Inspector: ,9 Date: 2 / /g // V .: Hrs.: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: � Address: City: 1 State: 1 Zip: Word /Inspection Record Form..Doc 6/11/10 T.F.D. Form F.P. 113 • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Pi Z - 07 3 I3 -5 _-- tyg` PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: .1 99 hv+�w)1A h Type of Inspection: SPLe -- Address: Nit Suite #: c J yS S • 1-1 2_ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. j(� Corrections required prior to approval. COMMENTS: Sprinklers: ' Fire Alarm: -- -a N 0 W R r - to 0, c k Pre -Fire: Permits: . Occupancy Type: _ NO —1-32. r,4 v ; 1 r`► All- IC. So p,ce — IA., i Ng 5J0(4-e.or 7-- ait‘2,4- W P. N otH , , .44....t.. .AtTnC.,V— Nail/ 4 ,1 6t4ht, w 14-s iikiisder s optY NeedsShift Inspection: Sprinklers: ' Fire Alarm: Hood & Duct: ' Monitor: Pre -Fire: Permits: . Occupancy Type: Inspector frog 3 Date: /g /, c1/ Hrs.: /, o 7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • ae..- .. • cetera • •••ma ..._4s.4:v —::^* frr 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DlZ0'7 13 .s -r� v PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: '� ,' ci S4 `i e4J6 ai i7 % Ovine- ► Type of Inspection: Corm%! Address: Suite #: ---I`{,. S/ 72 nc) Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: OK 10 COO Neil Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: '`'° -.. Occupancy Type: Inspector6(( P/$ f /Zy Date: gb Z Hrs.: f n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • .ry a •.a .:a • MITCHELL ENGINEERING INC. COPY Pent* 'O.. 7821 - 168th Ave. N. Redmond, WA 980: (425) 747 -151 :REVIEWED FOR CODE COMPLIANCE -APPROVED $EP202012 City of Tukwila BUILDING DIVISION *. /goo.; ; _ _ ;,=12 51 THESE CALCUI:ATIONS ARE COPYfiIGfiTED D MAY 00T BE cOPIED v ITHQUT THE WRI N;fPERM!3 ON IOF MrrC Eu tNO JEERJNG, late. USE IF THESEt ALC33LAT1ONS • IS UMITc�D TO A SPECIFIC PROJECD FOR PERSONS NAMED HEREON .FOR THE CONSTRUCT19N OF ONE 9UILDING MtY OTHBR USE OR REUSE IS STRICTLY PROHfS -. ITEO' Wrn oui' TH£;WRI TEN; CONSENT FROM MITCHELL cNG1JEERING. INC. PREPARED BY DATE_ 41 I /0f ' �IrjCl�Vt~ r CITY OF T 1K' ti!. 4 AU6 2 8 2012 PERMIT CENTER I -- T m Z,7.45 Q' %4 %dkI14� Gv . - PROJECT I i"" t�7 a r 4/i i ' 1 U: °l , -tar CT TD TTT�m Uri_ Ai PTA CORRECTION LTR #, - 12 -013 SHEET NO. IL) OF 33 115 ■4 MITCHELL ENGINEERING INC. Ltrries44.. I92 Giv#- '21101 Zrdbr‘, 4r414---! 7 .,514F .!.. gt5 74IZ 0 . •,, : a7-1 614./.7 44 • • . I , /23....fr44 /75 . . . I ! 1;,„ , • 1,!0„,, • ,hi/711-7 7 7 ! 6 51:/514 DI* : I 7821 - 168th Ave. N Redmond, WA 98C (425) 747-15 PREPARED BY PROJECT a-44J SHEET NO OF DATE ST TRTPCT "20 WOURCib MITCHELL ENGINEERING INC, LA L 11141 J 11 = ir2 *1A 13 30 A IA)11 r°,fi&J — 8E4464 2, 314 Pa-rArir FA — 16 gi."Leloef-11-46. 'ifizs; 4.) /45ca (7 -0S) T 6042 e) ,g' C.1T 4 .E 44c.. 7,a5 } - , a 1, ►40�� '► r,� �/ c.� irEzl.z:P) 1,44 =;1,25 1.51 • GL�5 er4L coEFP, - 5ps 60 ) cATLI,.pir .Ii 4 4f15-17 ' Si' r� " 4/441 NALL') ?x.15 ;G Aillamf4L CDE F. C • t,4 1.151cd." %shle,E il (AE 12,14 -I1) yJ m a 1 74 1125: 1126 Si-1 �1 iVA 05 . '5 21.3��I�2 � � 5'= 2. 33 �,�► = 21b) /- 34 7821 - 168th Aj N.F Redmond, WA 9805 (4251747 -150 /= ;s/4.);,( VV0.L. 1.17icA.t6/4„,.5.a c4/4.1v I-' = jl row *744--( / `...„ l' I, f" ° Tj�}o 53.7 PREPARED BY _ PROJECT atA,J 44 SHEET NO. OF DATE Tr SUBJECT ' 247 JOB NO I MITCHELL ENGINEERING INC. 7821 - 168th Ave. N. Redmond, WA 980: (425) 747 -15( PREPARED BY DATE PROJECT �' '�`"/ SHEET NO. ✓ OF ST TR TFcT Shear Wall Not E Is g O 3. '›.+ o 1 .g 2 °n °°� .0 • •e i ai's 0 .S in i .4 a 3 . '3 -g w `" °' O� -8 7P1 O a ri a ^i . 11. 1.•c oi la d a :a c °°� 8 c gel • 02 8 444 g 'o5 I 7 , p'� 1 4:d �3 4•� 111 ti!Ill. ' 41 0 1 E > c � If .ig 7' I1€ 5, 5, 1 aa,z_° ,,t0.�5 113 til'i P., 0Es.4 ,- Ti. V208 :ii � 10 NON-. -0_ r" o — a) O °Q �., v l ¢'¢'a,1ao ,,a'5`° ow a w °oz ~¢ >)a i:• -; t z 4- • SHEAR WALL SCHEDULE al Ski e* a NMvh00 o 0o N ao O Nail Spacing 1 Blocking Req'd. d1• Yes V, dJ • ToplBtm. , Plate 10 Cr en (4 Fri- a a - NNNNN - - !V W. rO -1• M N tin fV . e 0 'O 00 'b 00 'O 00 'fl 00 00 00 'd 00 N 2 a 0 1 A `i3vr waaaa M ell M Shear Wall Not E Is g O 3. '›.+ o 1 .g 2 °n °°� .0 • •e i ai's 0 .S in i .4 a 3 . '3 -g w `" °' O� -8 7P1 O a ri a ^i . 11. 1.•c oi la d a :a c °°� 8 c gel • 02 8 444 g 'o5 I 7 , p'� 1 4:d �3 4•� 111 ti!Ill. ' 41 0 1 E > c � If .ig 7' I1€ 5, 5, 1 aa,z_° ,,t0.�5 113 til'i P., 0Es.4 ,- Ti. V208 :ii � 10 NON-. -0_ r" o — a) O °Q �., v l ¢'¢'a,1ao ,,a'5`° ow a w °oz ~¢ >)a i:• -; t z 4- STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2. 001INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF - 25 PSF FLOOR 40 PSF DECKS- 60 PSF LATERAL WIND - --- - -- EXPOSURE B; 85 MPH SEISMIC SITE CLASS 'D" FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c.= 2,500 PSI @ 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -112 INCHES. MAXIMUM SLUMP IS 4 INCHES ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING S 11,EL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATER PROOFED PER ARCHITECTURAL SPECIFICATIONS. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD CONFORM TO ASTM A653, CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO. THESE REQUIRMENTS ARE ZMAX(HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL) REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MINIMUM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. V.1 •: MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) •1 LLOWING 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE A_I.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A -36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy = 46,000 PSI). WELDING SHALL BE. IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.A.B.O.OR EQUAL) USING E60 OR E70 ELECTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER. SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL 0 • k • ►Y . Y_ _ e , .,•- SURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST 4X BEAMS 6X BEAMS HEM-FIR #2---- ------------ Fb=850 PSI DOUG-FIR/LARCH #2- ---Fb= 875 PSI DOUG- FIR/LARCH #2 - - - -Fc =875 PSI £14. COLUMNS DOUG- FIR/LARCH #1- - - -Fb= 1000 PSI LUMBER NOT NOTED HEM -FIR #2------ _Y__w -_ Fb=850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAMED_ MACHINE BOLTS-TO-BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. INCHES , � � E INTO COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.R.C. 602.3(1) BE AND R802.10 OR I.B.C. TABLE 2304.9.1 ALL BOLTS, WASHERS, NAILS, SCREWS HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT - DIPPED GALVANIZED STEEL. FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A_P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. cif FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IIVIPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE-MANUFACTURED FLOOR JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED • THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER PRE-MANUFACTURED ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM-FIR.. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED SUBMIT TRUSS SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS. AND CONDITIONS IN THE FIELD ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. 41/1 1VIITCHELL ENGINEERING INC. 41kAg. wA�. --fir 7821 - 168th Ave. N.E Redmond, WA 98051 (425) 747 -150C c.) PREPARED BY � T T1^ �./ A / 1 PROJECT 1411 LA 1..) SHEET NO. OF MITCHELL ENGINEERING INC. 1157 ‘3/1brr17J °c7IA .4104 Th 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 1. A A`r To r 14M1.4 510, 41 c-4' 115'4 41zAL 5.1.-wit.4. REPARED BY 1ATE 4 /ep 14- 1 42 PROJECT 104-1 /3 SHEET NO OF CT I'D rcr•rr MITCHELL ENGINEERING INC. ti .-4 . 7821 - 168th Ave. N. Redmond, WA 980: (425) 747 -15( PROJECT /t1/214-1 SUBJECT /4- SHEET NO. OF cy,21 - 24 7 a ✓ MITCHELL ENGINEERING INC. 7821- 168th Ave, N.1 Redmond, WA 9805 (425) 747 -150 1 5n1=15A%pa}411.1 5 l4 A# Uv/ ko=tt61414rea f Av. tew.41 To Apr Pi Ira wj. Ai�3 ®G 74Co,Wir) 5A+ Pik p4•I2' 444.414 s id Lis PREPARED BY DATE 4� mil. I.t 1..0 PROJECT ST TRTT:f'T Eg11 s=I 44. ► �' F�It�4i j 7 SHEET NO. OF .� b_7it MITCHELL ENGINEERING INC. v 7821 - 168th Ave. N. Redmond, WA 980' (425) 747 -15( - eitki.J, • E 4,1 r 4 -r 5 -Q PREPARED BY IT/9 T l A T • / / / � PROJECT Mt 40J SHEET NO. / OF „e_141 MITCHELL ENGINEERING INC. 7821 - 168th Ave. NI Redmond, WA 9805: (425) 747 -1501 PREPARED BY I' A PROJECT i1 ATV - J /I SHEET NO. /7 OF MITCHELL ENGINEERING INC. • 504,41e... pAt.L. Pik 4i- • • 7821 - 168th • Redmond, WA 98052 (425) 747-1500 OcT C49411.41i 74, 1)14411JMk 1540' 014(4 PROJECT /ZAJ La,to SHEET NO ' OF z2gp-- 2417 SUBJECT Trm Jfl .tom MITCHELL ENGINEERING INC. S.-,L,41e. MU_ 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 60.1c411= --r7f-1-,iAiL . nom; i*r 414 later 1NY Wit Oth‘ 4:u1 PREPARED BY DATE (2)40 PROJECT SUBJECT JOB NO. 43-'2-24 7 PhAd SHEET NO. / / OF s lea mar g MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 ?REPARED BY )ATP. .kdr� ad q PROJECT C' T TT] T17 SHEET NO. 2° OF mor • .TCi3ELL ENGINEERING INC., td8A,� 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 5��r� bra PROJECT /ALA ,21 SHEET NO. OF SUBJECT JOB NO. .°"5:2 —247 MITCHELL ENGINEERING INC. • . 4 7821 - 168th Ave, N.E. Redmond, WA 98052 (425) 747 -1500 sF- 141YM1 1, VAL 1 2,1 021_a, W, ( i icod dot -JJM s .I% • I�eA�1 it% caLku,J v;A4i. (ve- PA 40 PREPARED BY n4.TP PROJECT,LA C T TnT f'r` SHEET NO. L2 OF LA) 0217 TC t LL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 gici G411 5gcthi 44/2 PREPARED BY PROJECT A404-+ 2.3 SHEET NO. OF DATE SUBJECT JOB NO. MITCHELL ENGINEERING INC. 7821 - 168th AZ:41.E. Redmond, WA 98052 (425) 747-1500 PROJECT ' -, t41 SHEET NO. `41--OF SUBJECT JOB NO. 47 G ^24 7 4IITCHELL ENGINEERING G INC, 7821 - 168th Ave. N.E Redmond, WA 9805; (425) 747 -150C f7744.j h t-1*,%14- Wpm REPARED BY — - PROJECT ATE -- — SUBJECT /6/14.1 SHEET NO. 25 O JF � Tnn ter.. �G '•�F / MITCHELL ENGINEERING INC. ("64ato 74-14Aite c.. Co "Oc • 7821 - 168th Avg N.E. Redmond, WA 98052 (425) 747-1500 his PROJECT A f /aN 2l,® SHEET NO. OF � SUBJECT JOB NO. _G X24 OF 'MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY DATE PROJECT gui SUBJECT 4IL/ bkAtdi 1214. SHEET NO. 27 OF JOB NO c-a- 'AZ MITCHELL ENGINEERING INC. soar 4• 7821 - 168th Avei.E. Redmond, WA 98052 (425) 747 -1500 LA‘444tkite° (‘2 igiOVV* 3N' -4' ` C, 5w9 6 t0' cc c-17.1.1 41 I PREPARED BY DATE PROJECT a,44,J 2, SHEET NO. __ OF SUBJECT d JOB NO. • air TCHELL ENGINEERING INC. 7821- 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 PREPARED BY DATE PROJECT /44./ SUBJECT SHEET NO 2/ OF JOB NO 6_2 -24 7 MITCHELL ENGINEERING INC. ' r tqs 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 2 0 4'10c PROJECT j ' ` d 6® SHEET NO. OF SUBJECT JOB NO. 115,0° ^74 7 ITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 'REPARED BY )ATE PROJECT SHEET NO. OF SUBJECT T/NT1 n ?es D.4 -247 MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 irF 74. �,at�,. �,.J� -rk.rlss d�4141 ,-1&01 FP16 504.101 'Tf4 71445 ItIK(44=1 ►-fir 4061 � GaVu. ��►d To.4.155 ° 4 ac 412 PREPARED BY `'� PROJECT Ma—/ 32 SHEET NO. OF DATE ! 0.5 SUBJECT JOB NO. e:211,-24 ? MITCHELL ENGINEERING INC. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 Ti�4-S 'mac 45904 1,104ta0)47-AL PREPARED BY ILI DATE - 4/1 O C,Tial,..1 442 PROJECT SHEET NO. OF _g__3 0° -247 QT 1R TA('T . . . 02 -03 -2014 City of Tukwila Jim Haggerion, Mayor Department of'Community Development Jack Pace, Director HARRY SINGH 5140 S 172 LN TUKWILA, WA 98188 RE: Permit No. D12 -073 DRAKE RESIDENCE 5148 S 172 LN TUKW Dear Permit Holder: 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 03/22/2014. Based on the above, you are hereby advised to: 931 215-1 I� �, ? 1) Call the City of Tukwila Inspection Request Line at 206 - 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 03/22/2014, 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, r Marshall Technician File: Permit File No. DI2 -073 6300 Southcenter Boulevard, Suite #1100 • Tukwila, Washington 981& • Phone 206-431-3670 • Fax 206-431-3665 December 14, 2012 Harry Singh 5104 S 172 Lane Tukwila, WA 98188 Cif �, f Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Request for Application Extension #2 Application Number D12 -073 Drake Residence — 5148 S 172 Ln Dear Mr. Singh, This letter is in response to your written request for extension to Permit Application Number D12 -073. Bob Benedicto, the Building Official, has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 180 days, through June 1, 2013. Please note that per the Building Official this is to be the last extension grated on this application. The permit application will need to be paid for and issued to a licensed contractor prior to the expiration date. If the permit application does expire prior to issuance, a new permit application along with plans will need to be submitted. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Je if r M ' e i Tec shall ician File: Permit No. D12 -073 W: (Permit CenterlExtension LetterslApplications120121D12 -073 Application Extension #2.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206- 431 -3665 eiritr/ F- 71-41C-1( rL., B P rivui`ivi Ay ,72aei Y &Z, �� (//v %� �i, �x1 tiS» y �'o 4_ e ji (me SJ)X' rorv77-I / Yo- /72 IX/C-11/52'e /Sr,o9//-f- P--/z -673 fi•ileie.tcJoZ 0/./.4%J-c/9(i) heaAe At- C/‘7 11)7Wg s7-4/4/KS JO, gi f./A4-0( aiate. Igo -c-bette adaisae 744 , a 4449 206 - 26i, 7e65 7 memo CRY OFn+ecWILA NOV 2 9 2012+ PaRtardemp 11 -01 -2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director HARRY SINGH 5140 S 172 LN TUKWILA WA 98188 RE: Permit Application No. D12 -073 DRAKE RESIDENCE 5148 S 172 LN TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 03/07/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 12/03/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, "1:A Bill Rambo Permit Technician File: Permit File No. D12 -073 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 • City qf Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 31, 2012 Harry Singh 5104 S 172 Lane Tukwila, WA 98188 RE: Request for Application Extension Application Numbers D12 -073 Drake Residence — 5148 S 172 Ln Dear Mr. Singh, This letter is in response to your written request for extension to Permit Application Number D12-073. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 90 days, through December 3, 2012. If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. D12 -073 W:\Pennit Center\Extension Letters\Applications\2012\D12 -073 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tb. 'o„ , Oai0 you "Zio,f-c Ex�fr -�/� 71-(? 7l � /ud-AnW . .5,1-iLl UNae-4c 7--//4-"// rii�ca/. hot PicG(UF- • rezi6)(1, • /g./ z5( �� / Sao P---/ Z —673 P�8:18v ►CA AUG 2 8 2012 PERMir coma A- PPc -ss- S /4igAO. /72 /V 1 'F t/20 90e6tt'f 141g Wzyzaz 08 -01 -2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director HARRY SINGH 5140 S 172 LN TUKWILA WA 98188 RE: Permit Application No. D12 -073 DRAKE RESIDENCE 5148 S 172 LN TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 03/07/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/03/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or your request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. AmA,JAV File: Permit File No. D12 -073 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206-431 -3665 July 12, 2012 1 Ci of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Harry Singh 5140 S 172 Ln Tukwila, WA 98188 RE: Correction Letter #2 Development Permit Application D12 -073 Drake Residence — 5148 S 172 Ln Mr. Singh, 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 Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Planning Department: Stacy MacGregor at 206 433 -7166 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, 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, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -073 W: \Pennit Center \Correction Letters\2012 \D12 -073 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: July 3, 2012 Project Name: Drake Residence Permit # D12 -073 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Pages 2 of 7 through 6 of 7 and page S -1 of the plan set have not been stamped by the structural engineer of record. Also, the date on the engineer's packet is 4/1/08 and therefore it was done before the 2009 codes existed. Please provide current engineering for this project and also provide the structural plans mentioned above with a current engineer of record stamp. Plan review cannot be completed until a legitimate set of documents is submitted. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. • • PLANNING DIVISION COMMENTS DATE: July 12, 2012 APPLICANT: Drake Residence RE: D12 -073 ADDRESS: 5148 S 172 "d Lane Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. The following issues are still outstanding from the May 8, 2012 comment letter: 1. The site plan shows a 5' setback to the west and a 6' setback to the east. The floor plans show a fireplace and bay window to the west and a fireplace (not bumped out) to the east. The elevations do not show either fireplace. Revise the plans to show the bump outs on all sheets and verify /show that setbacks will be met. Required side yard setbacks are 5' on each side. 2. A tree in the front yard of each home was a required condition as part of the short plat process. Show the tree on the site plan and label the proposed species. 4 1.11 1711\ � 1— ,ek:;[4 41-TErThaesoc9Kk, -r-.47 4-4 e91■1- 17I- 1-EE--r,4- of 1 /-pir[EET" z9F-- �M:-NLDEP KIdT`E. i OF 1 I46)--f'e. canrignA JUN 2 6 2012 PERMIT CENTER May 9, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Harry Singh 5140 S 172 Ln Tukwila, WA 98188 RE: Correction Letter #1 Development Permit Application D12 -073 Drake Residence — 5148 S 172 Ln Mr. Singh, 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 Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johanessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Stacy MacGregor at 206 433 -7166 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, fer Marshall it Technician en File 'o. D12 -073 W:\Permit Center \Correction Letters\2012\D12 -073 Correction Letter d1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: April 6, 2012 Project Name: Drake Residence Permit #: D12 -073 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. One request in the previous completeness memo was to "Revise plan sheets and as necessary to show house plans shall comply with current 2009 building and 2009 Washington State Energy Codes (WSEC)." The revised sheets were updated with code "year" changes only. However the actual code language /references still remains out of date; engineer's sheet S -1 still references 2006 codes. A couple examples: the "R" values for attics shall be R -49 unless the roof is advanced framing; general notes specify heated dwelling units provided with a minimum 70 degrees, however R303.8 requirements are... "heating facilities capable of maintaining a minimum room temperature of 68 °F ". IBC 107.2.1 Construction documents shall be of sufficient clarity to indicate the location, nature and extent of the work proposed and show in detail that it will conform to the provisions of this code and relevant laws, ordinances, rules and regulations, as determined by the building official. Please revise all plan building code notes, energy codes, structural elements and fastener schedules to be consistent with and reference the current 2009 WSEC, Residential and Building codes with 2009 Washington State Amendments. 2. Smoke alarms are shown in the bedrooms with some smoke and CO alarms in the hallways. The code also requires smoke and CO alarms "outside each separate sleeping area in the immediate vicinity of the bedrooms ". Additional alarms shall be necessary in the hallways outside the immediate vicinity of bedrooms. (R314.3 & R315.1 with Washington State Amendments) 3. Show elevation views (sheet 1) as North East South and West. 4. The winder stairway shown on the plan may not meet requirements for minimum stair tread depth at the arc of the stairway. The minimum stair tread depth ( >10 ") shall be located concentric to the curved direction of travel where the tread depth is measured 12 inches from the narrower portion of the winder stairs. The narrower edge of the step shall not be less than 6 inches wide. Provide a winder stair detail and show revisions to the plan if necessary to show the stairway complies with 2009 residential code for winder stairs. (R311.7 & R311.7.3) • 5. Provide details with specifications for the guardrails both inside the house and exterior. 6. Provide details and specifications for the balcony outside the bedroom #3 and loft deck that specifies type of decking materials (other than the treated joist) and show a method for flashing to prevent moisture intrusion to the building portion below. Item #18 only shows a detail specifying deck membrane. Specify method for sloping of the deck framing to facilitate movement of moisture away from the building and where the water runoff shall disburse below. 7. The plan shows a stepped ceiling in the Dining/Living room. Provide construction details for that stepped ceiling. 8. Provide notes for whole house ventilation. (M1508, 403.8 Washington state amendments) 9. Show exterior combustion air provided for the fuel burning appliances located in the garage. (G2407.6 & IFGC 304.6) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS May 8, 2012 Drake Residence D12-073 5148 S 172nd Lane Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 -433 -7166. The following issues need to be met: 1. Label the elevations north - south - east -west and label the building height (calculated at the midpoint of the roof). 2. The site plan shows a 5' setback to the west and a 6' setback to the east. The floor plans show a fireplace and bay window to the west and a fireplace (not bumped out) to the east. The elevations do not show either fireplace. Revise the plans to show the bump outs on all sheets and verify /show that setbacks will be met. Required side yard setbacks are 5' on each side. 3. A tree in the front yard of each home was a required condition as part of the short plat process. Show the tree on the site plan and label the proposed species. March 9, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Harry Singh 5140 S 172 Ln Tukwila, WA 98188 RE: Incomplete Letter #1 Development Permit Application D12 -073 Drake Residence — 5148 S 172 Ln Dear Mr. Singh, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 7, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached comments. Fire Department: At Metzler at 206 - 971 -8718 if you have any questions regarding the following comment. 1) Provide a water availability statement from highline W D. 2) Place a note on the plans that the home will be fire sprinklered. Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions regarding the attached comments Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: DI 1 -379 W: \Permit Center \Incomplete Letters\2012 \D12 -073 Incomplete Ltr # l.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: March 8, 2012 Project Name: Drake Residence Permit #: D12 -073 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plan notes sheet refer to outdated code back in 2003. In addition the engineers sheet and engineers calculation packet refer to outdated codes i.e. 2006 codes and sheer wall schedule refers to a (Table 2306.4.1) now no longer in the current 2009 codes. There have been a number of changes in the codes since then where the plans may be missing information necessary to meet current codes, one example CO detectors. Revise plan sheets and as necessary to show house plans shall comply with current 2009 building and 2009 Washington State Energy Codes (WSEC). This shall include revised engineers calculations and engineer's plan sheets also stamped and signed by the engineer. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 9, 2012 PROJECT: Drake New Residence 5148 S 172 " Lane PERMIT NO: D12-073 PLAN REVIEWER: Contact Dave McPherson at (206) 431 -2448 if you have any questions regarding the following comments. 1) Submit Certificate of Water Availability from Highline Water District @ (206)824 -0375. See attached form. Please note that the new home shall have a fire sprinkler system installed. 2) Submit Certificate of Sewer Availability from Valley View Sewer District @ (206)242 -3236; Form is attached. 3) Submit a legible site plan drawn to scale showing all proposed utility and site work. 4) Please submit a construction cost estimate for utilities site work. See attached Public Works Bulletin Al, A2. Please fill out item 2 on page 1 of Bulletin A2. W:Other /Joanna /D12- 073.doc.inc • PERMIT COORD COP. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -073 PROJECT NAME: DRAKE RESIDENCE SITE ADDRESS: 5148 S 172 PL__ Original Plan Submittal X Response to Correction Letter # 2 DATE: 08/28/12 Response to Incomplete Letter # Revision # after Permit Issued EPART ENTS: Binding ivision - :I Fire Prevention ❑ Public Works ❑ Structural ❑ 01 Planning Div' ision Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete la DUE DATE: 08/30/12 Not Applicable ❑ Comments: • Genf r'Use;*iii r..' INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/27/12 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: .Permit�Getiter'.Use:Only.�' "_ CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 'PERMIT COORD COM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -073 DATE: 06/26/12 PROJECT NAME: DRAKE RESIDENCE SITE ADDRESS: 5148 S 172 LN Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued PARTMENS: ddilAtiA Building Division Public Works Fire Prevention Structural stik (lend 1-0--12, Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete N..1) Incomplete DUE DATE: 06/28/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07/26/12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: t 0---` 1)— Departments issued corrections: Bldg.- Fire ❑ Ping' PW ❑ Staff Initials: M PERMIT COORD CORD PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12- 073 PROJECT NAME: DRAKE RESIDENCE SITE ADDRESS: 5148 S 172 LN DATE: 04 /06/12 Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued D PART NTS: u!din I'vision Fire Prevention Public Works Structural -a, mAAA' Planning Division MI Permit Coordinator C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 04/10/12 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/08/12 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: cal oP1t 0.I Departments issued corrections: Bldg Fire ❑ PIng Lai, PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 • PLAN • rapi GO1]NG SLIP ACTIVITY NUMBER: D12 -073 PROJECT NAME: DRAKE RESIDENCE SITE ADDRESS: 5148 S 172 LN X Original Plan Submittal Response to Correction Letter # DATE: 03 -07 -12 Response to Incomplete Letter # Revision # After Permit Issued EPA'TME TS: Buldin s trivl ion �j � I A PuDlIc orks sp,,J ire Prevention Structural Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: n Incomplete DUE DATE: 03-08-12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: 771— LETTER OF COMPLETENESS MAIJrED: Departments determined incomplete: Bldg Fire �Ping ❑ PW Staff Initials: (�/� TUES /THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -05-12 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Citytf Tukwila sr- REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: g/74//"2____ Plan Check/Permit Number: p- / 2 -073 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 7i ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: PA44,CF je, 3/2) E771/ce- Project Address: 5 /1/9 �-5 l7-2 N D Contact Person: /11-71Q--1/ 4-6 r 4ii Phone Number: Summary of Revision: / / PROli 2g /- 7KS. GPA W‘ r /Ge�hn/ mA U L� A!!6 2 8 Z012 "EAMircENTEB Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit ent r by: i'W- I< Entered in Permits Plus on 0$ H:\ Applications\Forms- Applications On Line \2010 Applications \1 -2010 - Revision Submittal.doc Revised: May 2011 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: D12-073 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Drake Residence Project Address: 5148 S 172 Ln REQENrD or TUKWILA JUN 26 2012 PERMIT CENTER Contact Person: Mlle cAK/f- -( Summary of Revision: kspolae '77. Phone Number: aD%` 26 (- 76' 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 Permits Plus on 1� \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: r 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 VISION 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: D 12 -073 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Drake Residence Project Address: 5148 S 172 Ln /-//9-Mitv ■\ 0/%1 Summary of Revision: Afo9 Ai Via-- d U LJ 3 Contact Person: FtECE cITV OF TufwitA APR ,06 2012 PERAm cEN,ER Phone Number: _ 2/DA -, / 76'S 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 Permits Plus on \applications \forms- applications on line \revision submittal Created: 8 -13 -2004 Revised: CITY OF TUKWIL. . Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Aimik Permit Cet,. /Building Division: 206- 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: 'Part A: To be completed by applicant Site Address: 5148 s 172ND Ln Owner Information: Owner Name: 'Owner Address: Owner Phone: Silvia Drake, SMS Holdings 5140 S 172nd LN., Tukwila, WA 98188 206 -261 -7657 This certificate is for the purposes of: SFR [vi BUILDING PERMIT �- -� COMMERCIAL INDUSTRIAL (attach map and legal description showing hydrant location and size of main) :. Agent/Contact Person :: Agent /Contact: (Harry Singh Agent Address: Contact Phone: 206 -261 -7657 H PRELIMINARY PLAT L SHORT SUBDIVISION REZON1: [ J OTHER Estimated number of service connection and water meter size(s): Existing 3/4" service - see conditions Vehicular distance from nearest hydrant to the closest point of structure is 90' + / -, 60' +/- & 220' + /- - See attached map for hydrant Ioc Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner /Agent Signature PART B To Be completed by water utility district The proposed project is within � Iv 3. No improvements required. 1'UKWILA /King (City /County) Date The improvements required to upgrade the water system to bring 0 into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements oldie project before connection and to meet the State cross connection control requirements: See statement of Charges for connection fees due. Meter will be provided when connection fees are paid in full. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1566.72 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: Acceptable service can be provided to this project �J Acceptable service cannot be provided to this project unless the improvements in item 13-3 are met. System is not capable of providing service to this project 1 hereby certify that the above infonnation is true and correc , based on the best available information. 1 CININFititt&A INK 002012 PERMIT CENTER 3/26/2012 HIGHLINE WA'TER DISTRICT / 206-824-0375 By 1,TR# , 1 P1i-o13 Test Report for 5148 S. 172nd Ln. (d? hydrant #H3177 ID Static Pressure I Fire -Flow Demand (psi) (gpm) 1 '13552i Residual Pressure (psi) Available Flow at Hydrant Critical Pipe ID' Critical Pipe Velocity (gpm) (ft/s) 124.02 1,500.00 76.85 1,566.72 15130 10.00 1 Date: Monday, March 26, 2012, Time: 13:55:34, Page 1 I NI l \I LL VIL VV !ADD UNk t..7805 216 78 76 \� 17050 17050 58857776 17202 58858/1/ 17228? 9838/55 120 5125 LOT 3 588.38255 °o �IT053 5l 58838476 56 ea 10 588.3780/ 17061 95 M229 2 1 CITY IN TU WILA 1E50 46.70 O03 ° 2 o � 50.19 862 >> . 86 101.25 5128 0 .3075115 �8 030407 5129 116.82 1 76 75 S foal LOT 2 7 5225 04'1 58838474 6277885 58837805 17059 95.50 314 5140 o 32 64 .cc5 106.83 0 w °' 6 °D 98.63 25 5154 0 0 0 11a 2 w o_ • 588.37802 19 17057 22 0 • 7QIH LN LOT 1 o 17047 Q = 30216730 J-kb78/7 17055 0 n 588.178/5 17067 °° 95 588.378/6 17073 17075? V5833 JEW 0 AVO 175 0 • 1- • '\ U \ 240 g 78. CD H30 ry — \�\ (° \\ TRACT A P\ /96RAINAGE() \ \I 2,� oo~? \ \\ I \\ /(C\ 3p( \\ / 17083 9 57711856 8 \ \ \\ / 62052709 50 145.12 36.48 \ \ \ I TUKWILA ORD. # 43605 • 220 140 • 30 30 SEA —TAC CITY LIMITS KCC. ORD. 8820 1:100 I � I 225 Highlinetlater District Statement, Charges Thursday, March 29, 2012 Combined domestic - fire Service Installation: 3/26/2012 Future Section #. Page* Service Address: 5148 Meter Hang,_. S 172nd Ln Size , ' Gu ' 3/4 ERIJ's '' 1 See Notes Tukwila 98188 Plat Name: Pieper Extension Owner: Silvia Drake, SMS Holdings, LLC E -mail Address Harry Singh Mailing Address tab ^�b�a Lot: • 5 Phone: . 206 - 261 -7657 Fax:': 206 - 261 -7657 Phone: City: 1101Z:.' Zip: Service Installation /Meter Hang Facility Fees Itemized Charges y:. Amount Notes Service Installation • General Facility Charge's Local Facility9charges Meter Hang Fee MXU $0.00 $2,886.00 $0 00 $220 00 $235.00 Sub -Total $3,341 00 Total $3,341 00 See Attached Estimate °6 ' LFC: Property developed and service installed through 1 ERU's -X° $2886.00 due Pieper Extension. No LFC 0 SF, X $.65per SF GFC: 1 ERU per 3/4" meter Customer Notified ,yin . 40" H o Bv• Proposed .Use SFR Notes: Owner /Architech /Project Engineer shall provide documentation showing a 3/4" meter is suffecient for fire /domestic purposes. Estimate for a 3/4" domestic meter. If meter is required to be upsized to accommodate fire sprinkler system, a revised estimate will be required.m Res. 10 -11 -3D Prepared' by • Reviewed by Polly Daigle Jeremy DeIM emy DelMar, P.E. Engineering Manager 9`114G?l f l�)"' 'E'IRlj<hMEll7' 14816 Milit- - Road South P.O. Box -0 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 i Commercial: $100 A Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ® Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 51 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: .$ wcey D cu ke Phone: 276 --2'! - 76 57 Property Address or Approximate Location: Tax Lot Number: s /xk S i ?� Lti Yr2 s'2.o—o2Yr Legal Description(Attach Map and Legal Description if necessary): Lo-t- 4P S'- 5 p Loy -o ?o Part B: (To Be Completed by Sewer Agency) ; 1 1. ® a. Sewer/Service will be provided by side sewer connection only to an existing 6 1/ size sewer 7 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ® a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. nrryfl11 4. Service is subject to the following: PERMIT: $ boo " - APR 0 6 L a. District Connection Charges due prior to conne ?t C�cc! e'60 ci GFC: $ ?5.2)55L SFC: $ 2.) O'cla UNIT: $ TOTAL: $ PERMIT cal (Subject to Change on January 1st) Either in County/Metro Capacity Charg a SWSSD, or Midway Sewer District Connection Charge may be ue upon cormectl n o sewers. INCOMPLETE b. Easements: ❑ Required al May be Required LTF?# c. Other: Dii---MS I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fry a date of signature. Title // `t� 201 Z Date • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate ofSewerAvailability /NonAvailability and this Attachment, and fully understand the terms and conditions herein. Applic. s ' gnature Date - 1 ..-:1 • 1:\ a ••.� S' • 4 Y • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanPci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) COUNTY OF KING ss. gi‘r [please print name] , states as follows: PERMIT NO: ) 1 )-! 0 / 3 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 i_2„, 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. '1°4;„„wwitto. gig 1 Alitiff) ++41)44y 1O19' 0I �� 1/®` N� ,� OF`W ��1►��� 0 ner /Owne 's Agent* Signed and sworn to before me this dcday of C� da ,2013 NOTARY PUBLIC in and for the State of Washington Residing at , County Name as commissioned: S AS (14/ 1. ' . aD,, L My commission expires: ,, 0 - L' - ! J • 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 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; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid'.e ect'�'cal•cpntractor's license under chapter 19,.2$ tl}21t'ei le, s a certified journeyman electrician", a ce eeistai,Ra pecialty electrician, or an elec rtca amee meeetin requirements of chakiter 1 8 RCW toype Numbing work that is incidentlly, 1irectly, and imm • o fat ly appropriate to the like-in kindueplac�ee,menttof a eousehold appliance or other sniall:househdl'c`titiliza equipment that requires limited ejectn Tpgwet an tli ite/'waste and /or water con nections. :Alke1Q� l l :all1.1 e must be supervised by a certified elebtsjcjdn wle*performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. PLANNING APPROVED No changes'can be made to these plans without approval from the Planning Division of DCD i t,: iuGf ti �f�y� ' r t.l t u l . 0.. i l k r�i ion i iri u shi City of u ila BUILDING ISION S. 166..ST.. N.T.S. C4 SQUARE. REFERENCE SURVEY KING COUNTY SHORT: PLAT : L04 -070, Vol . 224, Fig 2iY -221, RECORDING NUMBER 2007051190001 LEGAL; .DESCRIPTION '. LOT PIEPER SHORT PLAT AS RECORDED UNDER .KING COUNTY RECORDING. NUMBER 20070511900001 SEPARATE PERMIT REQUIRED FOR: p Mobbantal • . XElectr1cal CI Plumbing 0 Gas Piping . City of Tukwila . BUILDING DIVISION FILE C y Permit No. 0 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 C;pproved Field C±c d,dWons is acknowledged: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NO'T'E Revisions will require a new plan submittal and may include additional plan review fees By Date 2((M %> 3 City Of Tukwila BUILDING DIVISION CORRECTION LTEI RECHVED CITY OF TUKWIL A AUG 2 8 2012 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2012 City of Tukwila . BUILDING DIVISION NN!, -•�" . 4 �� ` 'f tr= � i .4r ''•, : -7 i" 1 . NNINI NNE r:i..- f--- 1.A, ,,' . ref ii/.,�I� , ■� .. z-e i. KtkotiVC:L) ci`r( OF TUK1nw! A -.AUG 2 8 2012 PERMIT CENTER ' 1.;! s �l' . .. ..ARC'.. 4. 1 • REVIEWED FOR CODE COMPLIANCE APPROVED NEC 250.50. A concrete encased grounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 'A" or larger reinforcement bar or #4 copper wire, located near the bottom of the building footing. (NOTE: ' 20 foot rebar shall be one continuous piece tied along side any vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) F . j• -•4 Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing /foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines • '-44 CITY OF TUK.. AUG 282012 ,PERMIT CENTER ,:,.2U .. • '�...7 •.•.• T. =aye - -_ •�i;: .:y �X;— ..: * ,Z. Issassateressasmessocal ,P :•, ,motes -.�- �t ��6e'r��.>�va.�i: . h�`iiFCiR!� v��`fd�tf a'�`.8a%uta afi..'W.'1Aetb!s. A REVIEWED FOR CODE COMPLIANCE APPROVED. SEP 2 0 2012 . • .r - .::- >t. •... _..,._.,..,lz. ...,^ -' ... - ._.... _!'A'7 ^_„J'i:= '7!'.._..:.:. :. :�. ::"�'.1r' ^.�: .:: ::N':9LTT1L ^C:�t'C^+�Stl. L,.+^'!. *wL:�.. =.: L' ^ �. •J .3s3:__..'.kt:D: :'?. "._ "L °:- "h::'.:. .c:,l 4K. R iL; vcu CITY OF Tunivil . AUG 282012 PERMIT CEIJTER =:x • •-; gastArmar 'iwc7BC,: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 0 2012 MINIM RE( V L).:•• CITY OFTUKInfi! A AUG.282012 PERMIT CENTER • ..:407J,1 MI `° y -? I 'V D I, Li; CITY OF TUKVt!!LA AUG 2 8.2Q12 • PERMIT CEIR ..a�ti�'S .�i'�.�f�.d?vMh ltr�• A�k,4^.��'�h "kF iN �,rd����+7P 1Rk41S ulasle"� rB4�r�dSi`:ti Alanaffek 'Is S$!,@= N,Ph1N\wilag4,r 1111({\V\114M4 ,. 11'' +its Vlis ` ±4 NY`I{ t ,,,1 ltd: •7. 4Vw. 10 1. '141i`a,1 aip T. °,. • ., 1 &a.4' ;'1;ir.H'o 'u:,r'.r' "'.'! ' Sit; m41}�lt,'t,1�2; nmg,. �a14n!,mmmhs,w,ammw ;m\nwww +wmMUmw`m+x,:mmq,w. :11:irMOW x,ry rii14:4ii5�1li �?x a`k 'a�SI't� in;iu�„1,t i H1 n Aar w!' $ xmoi; l�•�PC 49411 .." .rid A \ 4¢,1SM - x 1x,ro b4b4W,44LL4M 41VWi14„411* • 1,4 l wam+8■1■\4t ,km THAN:`∎∎• 6 . 4Hr:.4A•syHa•�;a RECtiVEu CI`i`Y OF ] UKWIL.A AUG 2.82012 PERMIT CENTER R V;U CI U .1 ;` b '012 PE" I 14 IIee U�II .,,, ?xnE:t id:i"•'d�aw� 4t':'%si'v�.:,1:: iiiiinitiiifl J MN Ila I• Isim1 «nmri.raAmisemiracrommeloiit • b t kg I`_ i " /!.-f ,�► REC (v u CITY OF TUKWILA AUG 282012 PERMIT CENTER NUMBER & TYPE SPACiNG'0 OF FASTENER s,Ge: FASTENERf o `sill or ::girder. +toenail; $ut Boor br less to each foist,. face nai: 2':, subfloor` to ;Joist or;? girder; blind and face nail • Sole plate to joist or blocking, .face: naq ;,. Top plate /Sole. 'plate to stud, end nail :Stud to., sole plate, toe ,hail , 8d (2.1/r03.10") 2:8d (2 1/2X0113 ") 2 stapies,3 3/4 2-16K3 ;1/2 X0.135') Solid. fuel burning aappliances include airtight stoves, fire `pl,aces. stoves, roo heaters /fireplaces .stoves, factory -built : fireplaces, and fireplace,, inserts Unless otherwise adopted by King County, •all solid . fuel burning appliances shall comply with 200 j IRC HEATING Each dwelling unit 'shal.„ be provided with heating facilities capable. maintaining(o't:.at a point 3. above the floor in all habitable fraorn s Fuel burning equipment ,located within the buildings, envelope (constructed under the W.S.E.C.) shell bt n ;combustion; air NOTE ° BUILDING ENVELOPE The elements of 'a.:building which enclose :conditioned spaces through which thermal energy • may .: be transferred to or _from • the exterior.' B. Fuel burning. equipment' located .outside the buliding ., envelope shall . meet ;the provisions of .20011 C Ductwork, location and source of ,:combustion.' air, refe�l' „' T,o 2001 IRC All warm 'air furnace shall • be listed and labeled by an approved agency and, installed to , listed': •pecifieatfons. Ap " iances intended for'lnstallation in` closets;: alcoves or, confined spaces shal PPI d. be .,so: listed. :. .. ,war o�: used of'`desi ned to be used •' warm-air furnace,. 'shall ' be installed in ' d., ro m, 9 No oo ' ':closet or in an °.enclosed s pace :with access only as a` bedroom, bafhro m, . ,: y. ,,; P: through such room ,or space, e xcept direct: :•vent, furnaces, enclosed furnaces and electric heating furnaces Double studs. • face nail , ` ' ' Double top plates, face naii ;;t} :Sole„ plate to,...,Joist, oc;.:biocking, Ct braced "wall panels `':: Double ,top plates. minimum 524 inch offset of end Joints; face. ail. in la" ed .area j` ',1 Blacking between k "' on acct hail' �•:To . •..Ibles -aa s' at corner dnd, Infe�secti s,., f i u ahead 'r; two:; • :ieces with .1'` 2 'spacer'. , • ?Bus t p.,,:, .e:.,.•, p / fists or afters to top 'plate. toe nail,: 34, &K2 1 /2'Xa113 ")or 2 =16 d(3 "X0135.') 16" o.o ,".8d:,...;;(211,1/47)(0414",) 2.� 1 od�3'xo 128'7: 6 d (31/2x0155) Ceiling jciists to plate, .:toe nail • Continuous header to stud. ,toe nail >: Ceiiing 'joist, laoe, over partiti.ons,',,face Hal(:' Ceiling „Joists to' parallel rafters, , fac`e nail ;rafter; to; plate;; toenail s,,.. :; :i • . 1 ";brace;to each stud and 'Plate, ;face nail 2 1 6d(l /2 "X0 :135') uift Up .comer' studs i alit up ;girders and beams. 2 inch lumber Ia ail each layer as,: ollows 32" o.c. at op and: bottom end ;.staggered W(3,1'16118 at ends t nd ,.at'each splice. Roof rafters to ,ridge; Walley • toe nail • face •rnil ai fters'.'fa e.n L.., Rafter ,;ties,,to. „.ra._ ::C`oliar. tie . tb, rafter, . face nail ' or. ...: 2.:.18d(3 1 /2 "X0.135') 4-= .16d0 `1 /2 "XO 135') 3= 16d(3.':1/2 •X0.135') 3-8d(2 1/2'xd.113 ") „x20 . a e ridge: (3“X0:1281 food structural panels,.: sufloor, ,roof: and `wall nt1•. particl:eboard;' wain; sheathin to framing; nail(subfloor ?wall 8d :coon 2 :1 }2:x0:131 nail.' mm(roof)': 9/32 "�-1" • 8d' common nail(2 1/2 "x01.31 ".) 1/8" 1 1/4" 10d `common 3 "X 148 ") nail. or :.:<I •i ,13d:(2}1/2 "X031 defcrtr,etl radii :SPACING OF FASTENERS 'Edges ( 1nches)!; iiterrnecliate 's pports°• (inches sheathing:.to frarntn fie` wail:; sheathing" " : • >';' t . 2" structural : cellulosic; erbobrd ,sheathing 4o, warm • air furnace shall, be installed in a'; closet: or alcove:Iess than'•12" wider than the .'furnace ;'or furnaces installed with :a minimum clear _working'spaceless than 3" along the:` sides,:; back :and top of the.. furnace. ' eii as- burnin appliances liances shall. not be installed in `d: pit, l:iquefied Petrol m, g _ g pp. basement, or similar Iocotion :,where heavier- than =air gas might collect. liances so'. fueled .shall snot.;be. installed ,in an: ..above - grade., under floor ,A.PP S ace ar..basernent unless such location is. provided with an 'approved ;. P ,r f meanegfor: removal of unburned gas..(Approval must be . granted by..' the Building Official el Heating.' and cooling equipment located in a:.'garage and 'which generates glow, . spark or flame capable . of . igniting. flammable vapors shall be installed , with the, :pilots and burnere or heating elements and switches at• least 18 .above the :floor,.; level Fire` dampers need not be installed in air ducts passing. through the,, wall, floor, or'Ceiling separating a residence (Group .R,. Division 3::occupancy) from a,•:garage ' roup U, Division' 1 occupancy)provided such ducts within.the garage are structed :of steel :having: a, 01.9 thickness: not less than 0 inch (No. 26 Galvanized sheet gouge) and have. `no openings into the garage. :.Warm air :furnace installations in attics or` crawl spaces.. shall comply with 2001 IRC • L IVIN6 ROOM GELIN6 : Is ?sl Ai3OVE. HALLWAY WHICH :LEADS TO SLE.EPIN& ROGIMS ;A . SMOKE DETECTOR WLL' BE IN517tLE2 AT TI-E CAST' r :Hl F'01 5. RECESSED LI61 jTlhKa iXLUZES St10UD PE IL RATED AND ENGLOSt,RE LINED::: Wflhl A &W.B. TAPE AND FINIsh. 6. ALL DUETS, P1.EICILMS, AND E1'JCLO- SIRES . Ti1R6U6t1; OR ,Au NCB HEATED. SPACES :;(INGLJ'INS THOcX FROM &ARf 'E INSTALLATIONS),., 51101a.1) BE THERMALLY ;'.INSILATEP EXGE'r THOSE INSTA! 1 PD pEf WE1=N WALLS OR IN A SPACE : NOi' EXPOSED TO OUrste AIR Every appliance` (dryer, range, etc.) designed:. to be ven a venting system. Every factory built chimney,` Type L ven shall be installed in, accordance with th ructions .. e 'i' stalled within'; the space or area 'in which the;:, appliance Vent 'connections: shall b n P ,,... is located' and shall be connected to a chimney or vent; in such a manner as to - ain <t a clearance �':to combustibles. maint h s! f DUCTWORK: A...,Duct 'systems shall b.e of metal or factory -made ducts complying .with `:200 IRC t, Joints and seams shall; be ,substantially airtight, (r,ectangular ducts) (flat, Oval, and round ducts).. Installation of ducts shall comply with 2006 IRC .. ., Duct insulation shall' be installed :in accordance wi 20.0 WSEC. isum sheathing 1 3/4" gaivcnize roofingg" ail/ 4 :cornmon • staple 9alvvnized, :1 5/8" " long 1 5/8 screws, r` Type W . or• S uctural.- panels, combination :subfioor, undenaymerit to' framing defon'ned(2 "X0120 ".)Hai or;: `commbn(2 1/2 X0.1.31 common(24 2 "XO 1`31 ")nail' 8d deformed2 1 /2 "X0.120.") • common 3 XO 14$" )Hai{ or, :•,deformed(2 1 /2 "XQ.,12Q ")Hall. For SI:1 inch foot = 3048 mm..1.mile per ';:hour =: 1.609 km . :.. ,. . c coated alvenized h ai -:bottom::: latei :.r ailin . an:d::.all: Halm . at: ,ressure treated members : snail be :hot dipped ziri g S ear, w. M pp 9., 9:. P steel ' or stainless steel.'rnaiis. i =. :1(cA62i80l .n: bilsar' esf1root camm'o' n ,;; bo ,or defore d shank's ;'exceppt where. e. otherwise stated. Nails' used' for framin 9 an s- heathing onnecfi,ohs snail have rtlinim.um; average be d n g, . ye ild stren9th .as.:shown: •80::ksi • (551 MPa):far,•shanks_•:diameter of 0192 inch . d common nail 0 sl 620 MPs. for ank ,diaeters larger . than 0.142 inch but not arer ta 0177 inch, .:and 100 ksi s m gh • 9M0 ) for shank' diarieters'of 0142 inch ar less , aples are .16 gage wire' dnd have a:: minimum 7/16 inch ' an diameter crown width. tdaiis :shall be, spaced at: :not more than 6';inches' on 6.01i-:'.:'... center et all supports.,iwhere spans are 48 inch . greater; P ..: ;a, .lied ; verticail. • Fours :foot ; :b 8-foofi or:. 4 food, b�:9 foot panels sbe pp y , S acfn` o fasteners; ,not.included in''this; table shall be based,. on Table R602 3(2). p "g'.•' .;.8d deformed nails: shall be used for attachin I ood and For regions.; having basic,wrndspeed, of 110 mph or greater, ;. 9 P Yw :.;t an el roof :§heathin .'to, framin within::mini um 48 -inch distance from gable end walls,' if mean roof height is; ood tr'uctural p, n g 9 :more than `.25 feet; up to 35 feet maximum: ,.. .' :wood structural anei -roof sheathing to: oble For. re ions ';haven '':. basic •�rrnd s eed of 100:•.mph; 'or, less.,. n Iles 'for. attaching... pp 9 . g ...,,. ..: gg ,.9,. ': ..ac p ' s`' ind s eed ,is ` than 100 mph, :.. nails : for ottaelh.in � :end a0 i'ranmg; :.$hall be;;spoced 6.:thches .on�: center When, ba is w .... p , , • .. 'greater P.. , ,.. 9 to.;intrmediate:sU ports'shall be :spaced..: 6. :'inches on,center for minimum. 48 inch <d.'stance from ridges, panel; ,roof ,sheathing pp .,, , eav s..and;:'able: end ,walls and: 4 .inches on center to ":gablei'.endwall:'framing ;; . 'i edthin shall conform... toASTM C. 79 :and shall; be .:installed. in .. 'accordance with GA 253 Fiberboard sheathing shall • Gypsum sh 9.. c .. : .. O8 „ k: 'S 2 :ATM. conform. to .. ... ,..... .. cin 'of.:'fasteners on •;floor sheathin enel ed� es .a 11es to`:panel. edges;:, supported by framing members and required :blocking Spa rag. 9 P 9.. PP . :at all <`:: oar pperimeters onl S acin . ;of fasteners : :on roof: sh . athing.;panel edges applies to panel edges; supported by framing members,: fl p Y I?. 9. . and re, uired;blocking Bloaking'.•of roof:or floor sheathing ;pa h el 'edges. perpendicular to the framing members need not be;'provided 't> as :re uired; b :o:t er. rovisions. of .this code Floor rimeter : shall be •supported by framing members: or solid blocking. • excep q Y.. ,h p P • MASONRY;r1REPLAGEs 5110U:P pE..FROVIP1 I Wfiii A T101-1 LY rlTTIN& ELLE PAMPER AMA ti READILY ;AGGE551pt.E MAINIJ/L ,: CONTROL . AN GUrsve '_ OURGE 01= caMpuSrtGN AiR SfiGLLD BE; PROVIDED :.WIT11 A MGT : ,Gr 4',:i56?. INCHES .`MINi Al AREA R'P READ -= ILY cruel t✓t.E DAMPER • 9 VVATI =R hi°ATERS LOCATED IN :.THE 6ARA6E OF UNMATED ' FLOOR ARE T. o GE . INSTAIIEP oN: INGOMFf?E- 551131.E INSW TIGN 10 ;t1O1 AM CCU) . WATER PIPES IN THE eA1?Ai Sf1&i D,' E INS.L.ATEP WITH MINIM,M R -3 iii 1. wnhl :A rusivir SPREAD;; Cr 2,5.'OR II. TrE, SHOWER Si.RROlik7S ARE TO; BE SMOOf11, MAfzP AND: NON- - At5SQRt5r5Nr FAGE i;i91 LE55 TI1AN ' 72 ABOVE Tt-E • fiUGR I? SYP ,M WALL BOARD' pAGICENC MEP FOR' T145 OF SHOWER ENGLO 5IRE5 sup DE OF.; A : WATER RESISTANT M■TERIAL:: "O,. NOl' lNS1l'11 OVER VAPGR BRIER ON WALLS OR ON THE CELINS.. , I? AIR RIOTS PASSIM, THRO1 -i 6ARAAE WALLS, FLC+ rm. JR CEILING ARE TO:: :• No. 26 6ALVANI.ZED Si EEL ,WITH NO 017011 NOS S - NrQ rip 6A . 14. 1.*PINes OUTSIDE TO PE NO: MORE THAN I I /2„ p13OW T11E T111-101.12. SPACED E(kti THAT AT ANY Sl' t N POINT A 4" DIA. SP1f..RE MAY NOT PASS TIIROUEti UP TO Tif ttI6rir Ise ' STAIR HAW`DRALS AND 11/4‘12 6RIP5 ARE TO HAVE l . J " TO 2." C OS5 SECTIONALS: ANb : RETLRN TO WALL (cO Wlt,uct$) T. IPE ' , oN WALLS &: ltiCER I I'fZOV �. ' STAIR: 8. WA TER t1EATF.R SHALL PE SEISMICALLY STRAPPED AT A P OINT W fTt11N :TtE WPM: % LOWER RP ::GF fi-s v1= RrtCAL . DIi €NStON-, ::THE LOWER STRAP SHALL i3E NOT : LESs MAN 4 INCHES ABOVE. TtE G ;N1-R& . I. WINDOW MIWI.FACTURER TO PRO VIDE PORT • HOLES iN EAGN WINDOW IN :EACH i1ABirAPLE 'ROOM: W. WATER .HEATER PR-- Sc1JRE RELIEF VALVE TO DRAIN 15Y 6RAV[ (: TO EXiI`RIOR Z 5 .,.. I. ALL AF�TY 6111m6 5t-rfV:1 =` pE PERMANENTLY L APELED PE5l6NATINe THE TYPE 'MD. 1111C S5 Or eLA55 AND 11- E ,SAFETY 6LAZINS STANDARD Wmi Wt1im1 R CUE. S a sip rRAMitle, PUW r/ MIN- 7/14 /PA RA1 pile_ 1.114e TH TO PIRELTtON Or MA'AM PAf1B_.. rFp JOMr5 e'y 16TH NALED . Sd LL . ?PcWED. PANi3_ .1 =13.D 'TYPICAL. U•O. UJO.' GT10N SHEAR WALL SCHEDULE !i?I! Topl11lm, Dlockii1I uest�nauln Size d,es Studs Plate lie 'd. 6" . 12" 6" . 'Yea 4" 12" . 4" Yes 3" 12" 3" .. Yes. 2" 12" 2" Yes 3" . 12" 3" . ',Yes P1 -6 P1-4 P1 -3 P1 -2 P2 -3 8d 8d 8d 8d 8d. 'P2 -2 8d 2" 12" 3" Yes 210 • 310. 400 • 525.. 800 1050 Shear Wall Notes: • 1. PI - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on one side of wail! P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) an each side of Wall. 2. For P1 -3, P1 -2 & P2 -2 shear walls use 3x studs at adjoining'panel edges. At mudsills haling shall be staggered per footnote!(I) of I.B.C. table 2306.4.1 3. Nails shall be 8d common. (d =.131 inch) • 4. Where plywood is installed on both sides of wall plywoonoints shall fall on separate stids each side. 5. All panel edges backed with 2-inch nominal or wider framing unless noted otherwise. stall panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum Ahear walls shall be installed viith the sheets mmning horizontally. • Space nails ® 12 inches on center ® intermediate suppotts.•1 6: All anchor bolts shall be installed With 'galvanized plate washers. Refer to plan for size.' 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. • STRUCTURAL NOTES L.4!mu ( JO ST: 161ST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY TIME BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED T!,nRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A StAMP INDICATING THE JOIST TYPE, CABO.NER REPORT NUMBER, 1tNUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION I(ENCY LOGO AND EVALUATION REPORT NUMBER . L- MANUFACTURED ROOF TRUSSES: R11'SSES SHALL BE PLANT FABRICATED OF DOUGLAS- FIR/LARCH OR HEM FIR. ACIIISS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS ''AMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED "RUCTURAL ENGINEER ALL TRUSS PLATES AND CONNECTORS SHALL BE o 0. APPROVED VERIFY MECHANICAL CAj; JNIT LOADS AND LOCATIONS oNs WITH 'j'�ir NII RUSSESASREQUIRED. SUBIC TRUSS +1t1w DIUWTNGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL IT:101R TOFABRICATION STRU SUP?'. PRI`XIAL CONDITIONS. S, 1ONTRACTOR SHALLVERN ALL D TENSIONS AND CONDITIONS IN TIE ma). ALL DISCREPANCIES SHALL TIE REPORTED TO THE ARCHITECT OR ENGINEER THE CONTRACTOR SHALL. PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY. SIZE AND ORATION OF ALL OPENING .IN THE FLOOR ROOF AND WALLS WITH ALL THE ITR.OPItIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. IF 14 ✓ g.l,c4 r 174.k15 t; ciL5�41, -% 50, � k 4l a-hx. tech I 71416 14A-1-41k- ft ykictJ I-!ai' ie 061 .1-1 444. �ct Ta55 1"L E41 _, 11- a, N (2)•4 QQ : • DESIGN IS. IN ACCORDANCE WITH THE 200 1TERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILD G DEPARTMENT. LIVE LOADS: ROOF -- 25 PSF FLOOR - - - - -- 40 PSF DECKS 60 PSF LATERAL WIND - ---- -- ---- --EXPOSURE B; 85 MPH . SEISMIC— --- - - - - -° SITE CLASS 'T)" • FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1' -6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE: F'c = 2,500 PSI ® 28 DAYS. MINIMUM 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE . REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER • SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATERPROOFED PER ARCHITECTURAL SPECIFICATIONS. HOT DIPPED GALVANIZED FASTENERS SHALL CONFORM WITH ASTM STANDARD 153 'AND HOT DIPPED GALVANIZED CONNNECTORS SHOULD CONFORM TO ASTM A653, CLASS G -185. STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. • SIMPSON PRODUCT FINISHES CORRESPONDING TO. THESE REQUIRMENTS ARE ZMAX(HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). ;17.115.. tit =1I� =�11•nl {HI •CII9 1 Ga1c4' �ZtEINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OT STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY c1 Sk DD,FOR�TED jtE QRCINhiSTEEL BARS .SHAL QQNFORM T� ASTM GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1' -7" MIINI4UM). CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BAR AND SMALLER CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS #11 BAR AND SMALLER SLAB -ON -GRADE (FROM TOP SURFACE) 3 INCHES 2 INCHES 1 -1/2 INCHES 1 -1/2 INCHES 3/4 INCH 1 -1/2 INCHES STRUCTURAL STEEL: STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AI.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (8TH EDITION). STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM DESIGNATION A -36 UNLESS NOTED OTHERWISE. SQUARE AND RECTANGULAR STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM DESIGNATION A500, GRADE B. STEEL PIPE SHALL CONFORM TO THE ASTM DESIGNATION A53, TYPE E OR S, GRADE B (Fy — 46,000 PSI). WELDING SHALL BE. IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE LAWS. ALL WELDING SHALL BE CERTIFIED BY WELDERS (W.AB.O. OR EQUAL) USING E60 OR E70 PI.FCTRODES. SHOP DRAWINGS OF ALL STRUCTURAL STEEL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED; ALL BOLTS SHALL BE A325 UNLESS NOTED OTHERWISE. ALL ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE: STRUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: . 2X FLOOR & ROOF JOIST HEM -FIR #2 --- -- - ---Fb =850 PSI 4X BEAMS DOUG - FIR/LARCH #2 - -Fb= 875 PSI 6X BEAMS DOUG- FIR/LARCH #2---- Fc`875 PSI COLUMNS DOUG- FIR/LARCH #1 - -Fb= 1000 PSI LUMBER NOT NOTED HEM -FIR #2-------- -- - -Fb =850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO t° CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO . t .: m l = ��I 1•z. y ✓�OrCl • 61.1y.u. X11 (2)44 1 H1.. a CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE I } -__!. COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.R.C. 602.3(1) • AND R802.10 OR T.B.C. TABLE 2304.9.1 ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT - DIPPED GALVANIZED STEEL. i i i ;_..:....4- FLOOR SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 4 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, �11� 1, ) `•� �I� I w INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS k SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON • CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLIP AT 48 INCHES ON CENTER. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS •SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d .NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. • GLUED- LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb=2400 PSI, Fv'165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. ALT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO AI.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO •FABRICATION. 1, 4 , 1-. (2)L1-• • kJe4'G A366 Lk 2 Il 4 I SI FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER • BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2.16d NAILS. RECtoiEu CITY OF TUKWILA AUG 282012 PERMIT CENTER ;8!.