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Home My WebLink AboutPermit D15-0040 - DRAKE RESIDENCE - LOT 4 - NEW SINGLE FAMILY RESIDENCEDRAKE RESIDENCE LOT 4 5146 S 172 LN D15-0040 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT Parcel No: 8125200237 Permit Number: D15-0040 Address: 5146 S 172ND LN Issue Date: 3/27/2015 Permit Expires On: 9/23/2015 Project Name: DRAKE RESIDENCE - LOT 4 Owner: Name: S S M HOLDINGS LLC Address: 21619 4TH AVE S, NORMANDY PARK, WA, 98198 Contact Person: Name: HARRY SINGH Address: 13409 SE 237 ST, KENT, WA, 98042 Contractor: Name: AFFIDAVIT - HARRY SINGH Address: License No: Lender: Name: SYLVIA DRAKE Address: 5140 S 172 LN , TUKWILA, WA, 98188 DESCRIPTION OF WORK: Phone: (206) 261-7697 Phone: Expiration Date: NEW 3177 SQ FT SINGLE FAMILY RESIDENCE WITH 580 SQ FT ATTACHED GARAGE AND 24 SQ FT COVERED PORCH Project Valuation: $420,426.62 Fees Collected: $11,433.86 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: HIGHLINE Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 50 Fill: 50 Number: 0 Water Meter: No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per1ilt and Print ditions attached to this permit. DatetV2 211; This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 1: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 2: All new sprinkler systems and all modifications to existing sprinkler 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 sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 5: 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) 6: Adequate ground ladder access to rescue windows shall be provided. Landscape a flat, 12' deep by 4' wide area below each required rescue window. (City Ordinance #2435) 7: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 10: ***PUBLIC WORKS PERMIT CONDITIONS*** 11: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 12: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 13: Any material spilled onto any street shall be cleaned up immediately. 14: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 15: 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. 16: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 50 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. 17: 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. 18: 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. 19: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 20: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 21: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $1,013.88. 22: ***BUILDING PERMIT CONDITIONS*** 23: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 24: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 25: 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. 26: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 27: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 28: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 29: All wood to remain in placed concrete shall be treated wood. 30: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 31: 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. 32: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 33: 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. 34: 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). 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 36: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 37: 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. 38: ***MECHANICAL PERMIT CONDITIONS*** 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 40: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 41: Manufacturers installation instructions shall be available on the job site at the time of inspection. 42: 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. 43: 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. 44: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 45: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 46: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 47: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 48: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 49: 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. 50: 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. 51: 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. 52: 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. 53: 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. 54: 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. 55: 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. 56: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 57: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures 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 ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL" 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKN A Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.�_yov Combination Permit No. Project No.: Date Application Accepted: �_` f Date Application Expires: —SQL `-I (For o rce use only 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 LOCATION ` 7 ` ' Q / King Co Assessor's Tax No.: 1S / 27 .7 , � Site Address: f'/y /�Z� / 72 L jS &,/, ,tLdGd PROPERTY OWNER Name: Address:15 City: State - CONTACT PERSON — person receiving all project communication Name: !� /& /- Address: D 5NZ:7 City: State: jZrr- Phone: F Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: -N "�'l City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: ` Gf d t� �� 2 3cSrz City: State:— i Phone: _ 6 Fax: ffpyy Email: ENGINEER OF RECORD Company Name:r- Engineer Name: Address: 2 City: State: Zi Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1.9.27.095) Name: Address: City: State: Zip: •/A H:\Applieations\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9.1 l.docx Revised: August 2011 Page ] of 4 bh J� PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): DETAILED BUILDING INFORAMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement I" floor • i CJ 2 tud floor ,�— Garage carport ❑ Deck — covered D' uncovered ❑ Z Total square footage 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. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ d d 0 fuel type: furnace <I OOk btu _L appliance vent thermostat wood/ ' s stov emergency generator other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ bathtub (or bath/shower combo) —� dishwasher �f lavatory (bathroom sink) I water heater (gas) bidet floor drain sink lawn sprinkler system ❑ electric ❑ gas ventilation fan connected to single duct water heater (electric) clothes washer shower _ water closet gas piping outlets H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 Ldocx Revised: August 2011 Page 2 of 4 bh P - �r t PUBLIC WORKS PERMIT INFORMt,, ION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ... Water District # 125 M". Highline ❑ .. Renton ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila View ❑... Renton ❑ .. Seattle ❑ .. Sewer use certificate ❑ ...Letter of sewer availability provided 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 3411) ❑ .. Technical Information Report (Storm Drainage) El ... Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ .. Bond ❑... Insurance El ... Easement(s) ❑... 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 Cubic Yards ❑... Work In Flood Zone ❑ .. Total Fill Cubic Yards M Storm Drainage ❑ .. Sanitary Side Sewer El ... Abandon Septic Tank ❑ ..Trench Excavation ❑ .. Cap or Remove Utilities ❑... Curb Cut El.. Utility Undergrounding ❑ .. Frontage Improvements El ... Pavement Cut ❑ .. Backflow Prevention - Fire Protection " ❑ .. Traffic Control ❑... Looped Fire Line Irrigation " Domestic Water " ❑ .. Permanent Water Meter Size ............... WO # ❑ .. Residential Fire Meter Size ................. WO # ❑ .. Deduct Water Meter Size ..................... " ❑ .. Temporary Water Meter Size .............. WO # ❑ .. Sewer Main Extension .....................Public ❑ - or - Private ❑ El.. 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) ❑ .. 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\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES PLICABLE TO ALL PERMITS IN THIS PLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNE OR TH I AGENT: Signature: Date: �--/�- Print Name: �7'/ f� �/ 1, L Day Telephone: �" 2— Mailing Address: / �G%� City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 Ldocx Revised: August 2011 Page 4 of 4 bh f 4. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW ma y adjust estimaled-fees PROJECT NAME NOWW66TWOM I (.514-44 S,t1t�d W ) If you do not provideontractor 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 250 (l ) 2. Enter total construction cost for each improvement category: Mobilization ACT Erosion prevention!) Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements `3 © (0 • gyp 3. Calculate improvement -based fees: p B. 2.5% of first $100,000 of A. Q"1 '- C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ '5 1 55 (4) 5. Enter total excavation volume b cubic yards Enter total fill volume (7 cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE ./ Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for IST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION y-o (1+4+5) $''� (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. b I p Approved 09.25.02 1 Last Revised 12/17/14 4b 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) $ q-1 — (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 pavement mitigation fee. 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 GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS ✓ 50 or less $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1s` 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 1S1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 15` 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5 % of 6+8) Approved 09.25.02 Last Revised 12/17/14 1 ,,-f - -:-; 2 f $ 5 ss (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($52.50 - includes Technology Fee) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees $ $ L cl� Total A through I $_ l U— (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters �- Size (inches) tallation Cascade Water Alliance' RCF� 01.01.2015 12.31.2015 Total Fee 0.75 $625 6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 / 0,025 $32,450 2 $2825 $48, ' $50,865 3 $4425Z $96,080 $100,505 4 $7,825 $150,125 $157,950 6 412525 $300,250 312,775 f/ Temporary Meter 0.75" $300 2.5 $1,500 Approved 09.25.02 Last Revised 12/17/14 3 4-p DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,743.60 D15-0040 Address: 5146 S 172ND LN Apn: 8125200237 $1,743.60 DEVELOPMENT $1,692.32 PERMIT FEE R000.322.100.00.00 0.00 $1,025.65 PLAN CHECK FEE R000.345.830.00.00 0.00 $666.67 TECHNOLOGY FEE $51.28 TECHNOLOGY FEE TOTAL, R000.322.900.04.00 0.00 $51.28 .1 Date Paid: Wednesday, July 15, 2015 Paid By: HARRY SINGH Pay Method: CREDIT CARD 009214 Printed: Wednesday, July 15, 2015 2:26 PM 1 of 1 RWSY57EM5 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $16,930.83 D15-0021 Address: 5150 S 172ND LN Apn: 8125200239 $8,480.94 DEVELOPMENT $4,253.10 PERMIT FEE R000.322.100.00.00 0.00 $4,248.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,199.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $62.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $62.50 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $23.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $37.00 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $239.46 TECHNOLOGY FEE R000.322.900.04.00 0.00 $239.46 D15-0040 Address: 5146 S 172ND LN Apn: 8125200237 $8,449.89 DEVELOPMENT $4,210.60 PERMIT FEE R000.322.100.00.00 0.00 $4,206.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,212.38 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $87.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $87.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 Date Paid: Friday, March 27, 2015 Paid By: H S CONSTRUCTION AND INVESTMEN Pay Method: CHECK 6183 Printed: Friday, March 27, 2015 11:54 AM 1 of 2 Or SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $16,930.83 D15-0040 Address: 5146 S 172ND LN Apn: 8125200237 $8,449.89 PUBLIC WORKS $1,212.38 TRAFFIC IMPACT FEE R104.345.840.00.00 T 0.00 $1,013.88 TECHNOLOGY FEE $237.91 TECHNOLOGY FEE TOTAL FEES PAID R000.322.900.04.00 0.00 $237.91 Date Paid: Friday, March 27, 2015 Paid By: H S CONSTRUCTION AND INVESTMEN Pay Method: CHECK 6183 Printed: Friday, March 27, 2015 11:54 AM 2 of 2 (r7ml/"lf SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,983.97 D15-0040 Address: 5146 S 172ND LN Apn: 8125200237 $2,983.97 DEVELOPMENT $2,733.97 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,733.97 PUBLIC WORKS $250.00 BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R4548 R000.322.100.00.00 0.00 $250.00 $2,983.97 Date Paid: Tuesday, February 17, 2015 Paid By: H S CONSTRUCTION AND INVESTMEN Pay Method: CHECK 6121 Printed: Tuesday, February 17, 2015 8:42 AM 1 of 1 CRWSYS7EMS BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees PROJECT NAME ji�)&Ivey, PERMIT # 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 250 (1) 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) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards 9 ; ozu i Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for i 200,000, PLUS $7.25 fo .each additional 10,000 or fraction thereof. GRADING Plan Review Fees Ea TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ (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 1 Last Revised 12/17/14 INSPECTION RECORD �0 � Retain a copy with permit /� I TION N0. PERMIT Nu. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project- /�f '� Type of Inspe 'on:,/ Address: 7�n✓ Date Called: Special Instructions: Date Wanted: a.m. �.p.m`. Reques,tt9�rAA:-- /� Phone No: , 74!`7 Approved per applicable codes. LJ Corrections required prior to approval. lJ paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Jc INSPECTION RECORD. 0/50OX/0 Retain a copy with permit, IN5PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection, / Afire : 3 �� Date Called: ! a Special Instructions: Date Wanted: a.m M. Requester: Phone No: a -Approved per applicable codes. El I Corrections required prior to approval. Ka nspector: ate: REINSPECTION FEE REQUIRED. Prior to next inspection, feermust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -J < INSPECTION RECORDG") _ Retain a copy with permit INS LION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project-. � 5il Type of Ip47ction: CLJ� rA t $ , / S 1 AAA- Date Called: , Special Instructions: Date Wanted: ;�ha.m: .m. Requester: Phone No: 0e4pproved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Insp�e/cc on: / d I CSC-!'�. ��✓o¢-[_.,_ Address: S to Called: Special Instructions: Date Wanted: a. 'a eZ p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. L___J paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �JG INSPECTION RECORD 1 o Retain a copy with permit SP CTION NO. PERMHT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �` I'V Type of Ins ectio : Address: f 455 l N Date Called: 11 I Special Instructions: Date Wanted: a.m. p.m. Requester: Phone Nf��iffi Approved per applicable codes. orrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit I NZUN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'e -'0 - Type f Insp�ct'i n:Ce Address: 22-kq t6t.kjel 51qC Date Called: 0 t 1 Special Instructions: J�. Date Wanted- y �� a.m. p.m. I Request lam` Phone Inspector: Dater REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. h INSPECTION RECORD nub. Retain a copy with permit �(S �70- PE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec� r �� t' Type of In ectio� �� Wd L, Address: S So(7Z d make, Date Called: Special Instructions: 1 1 Date nted: a.m. p.m. Requ ster: Phone No: ;WoG ZO S Inspector: DateQ // 4�CL I s / i. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (CO INSPECTION RECORD Retain a copy with permit � `��14® IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'eCt: �� . ( , %, V'l Type of Inspe ion: t Addre � ` / �bo,,� s—( a, J Date Called: Special Instructions: Date Wart a.m. p.m. Requester: Phone No: Inspector: r-& I Dater — -�-B REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Id INSPECTION RECORD I Retain a copy with permit 00 �?� CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr (Ce : � � Type of Inspection- Address Date Called: Special Instructions: 9 4.,(j Date Wanted: a.m. 15- ?_ —t// s— p.m. Requester: Phone No: Inspector: Date:�j � cT REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. a INSPECTION RECORD I Retain a copy with permit INSPMION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro",Clr p qA A15-FK Type of Inspection: Kd—dresw qj(' fic, t 7Z �Ke- Date Called: pecial Instructions-. Date dryT a.m. gr p.m. Requester: 111:7-p-r-- Phone No: nspector: 0 _ 1� � I uate:M 2-7 F-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit (�� IN5qCT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 e Projt:r � � � S Type f Inspe`cti�on�: etc Address: Date C I d: Special Instructions: 7 PA Date Wanted: a.m. ti' " _ p.m. Request r: — 7C5- 7 Phone 0� 7,6 lO" OApproved per applicable codes. 1:1 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [M INSPECTION RECORD Retain a copy with permit 1pt; I CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: / /� � (" Typed— InspeKtcwkion � eA -'+-�� Address: 0 Date Cal le Special Instructions: Q � Date Wanted:cc a.m. 5 —(C2 ^ (J— p.m. Request r: "— Phone No: -76r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. mid INSPECTION RECORD Retain a copy with permit 15 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: T e of Inspection: Address: Date Called: Specia Instructions: AM Date Wanted: a.m. � -1 /_ /12- p.m. Requester: gA-"—i Phone No: Approved per applicable codes. Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ON INSPECTION RECORD 1 Retain a copy with permit 15�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: Type of Inspection: 1A (0& 0 Address: SI S Date Called: Special Instructions: Date Wanted: a.m. l /^i'/ p.m. Requester: Phone No: Approved per applicable codes. 1,L%j Corrections required prior to approval. COMMENTS: IInspector: cl IDate� // /jam REINSPEC1tFON FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0D INSPECTION RECORD Retain a copy with permitPE Dl 0 mil. INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: P r — S t Cis �34* 5- PCs Type of Inspection: Fl Awk Address: Date Called: I g G S /7Z L.,v Special Instructions: d 17m Date Wanted: a.m. p.m. Reque[sttyr: Phone No: ❑ Approved per applicable codes. V1 Corrections required prior to approval. COMMENTS: I 11 "M65 raleXVIG- 1 Ql5 f j� Cam' 1> M k dg!L8t&T 1 �,z G�r�t2T/�Gs l AAA.) 411 W41111e Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _ k-7) I iy INSPECTION RECORD q,,,0 Retain a copy with permit DI� INSPEtTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect�: � � � Type �n (ection: � " � k y E 7 � G �� Xpec—Yall Date Called: nstructions: ,A �A7 Date Wanted: a.m. _. (3 I CS- p.m. q*eo C o P or Inspector: Date: —7 j3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. am INSPECTION RECORD _ Retain a copy with permit INS N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type f�lnspe lion: FoU4 �I V b Address: Date Calle (� d Z Special Instructions: Date a.m. qReques Wnted� M �—p � p.m. . 1 Phone No: 1-7 f -7 65" 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. 2414-d IN M Retain a IN ION NO. MON RECORD copy with permit: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (205) 438-9350 P - rolec Type of ins ?ectio . k� F K R=y M- L Address: / 2 � "�)' (7-ZV-4' Date Called: Special Instructions. Date Wanted- a.m. pm. R aaesterP one Na: 2,06 -U A-M 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 1prl-C6 �0 INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING NG DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj, eSt •; —64-00 , /WF T pe of Inspection: CHL4 r- iress: HateCalled: Special fnstructlons.,,� Dat� a.m. p.m Requester: t+ a(fir P one No: — i Inspector. Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Catt to schedule reinspection. K-C INSPECTION RECORD Retain a copy with permit' Al-5-- ermitIAI-5-- o0q, 0 INSP CTION Q. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prqject: N�F 19 Type a t Inspection: L.4 ft-10in Address: e- Date Called: Special Instructions: Date to a.m. p.m Requesgr- 1+0 er )or Phone No: I 2zQZ-G( -76 DApproved per applicable codes. 1:1 Corrections required prior to approval. Inspector: 1!�L r5q — (5— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD E L-] Retain a copy with permit 60 H4 C110N No. PERMIT '140, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431--3670 Permit Inspection Request Line (206) 438-9350 P rov Ty e 0 Inpection: t Addres -5`� q6 17 Zt.Ct Date Called: $pecial Instructions: y Date Wa ted- a.m. p.rn, Requestqf: IT-Cwy- t — A ang No, 6 . 7 - - G- :YE7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 (,;� — ---- ----- -- -- I INSPECTION RECORD INSP IO copy with (Do yo Retain a c permiti I 1040-10NNO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /V A, TY Inspection: ti T-1 Address. Date- Coiled: Special Instructions: AAA Date Wonied—.1 a.m. p.m. Requester: Phone No: ap �@ - 2,(- ( -7-,(25' z Inspector . .Date: F-� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cat[ to schedule reinspection. ME INSPECTION RECORD n( Retain a copy with permit P /s-- 00 1/0 INS ON W PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 lect, --,- Type oQnspegion- t22n Address: or Date Called: Special Instructions'. Date Wante P.M 3-50-0- Requester' 2-Z6 -x6 r '76J7 - 3 0 - 1.5;7- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD I>I S- Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �-� Type of_Inspection: Address: Contact Person: _ Suite #: 7 Special Instructions: Phone No.: r Approved per applicable codes. Corrections required prior to approval. COMMENTS: e T �i Cam' r j Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector`' yrrr c Date: f �� / 5 Hrs.: r O ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD o7, t o Retain a copy with permit I ; - S INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �. Type of Inspection: Address: J ��(� S Contact Person: Suite #: 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: S,/ Hrs.: j U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 MITCHELL ENGINEERING INC. PREPARED BY I 011a — DATE Z FILE 15 2015 ,ity Al' T alixvila r� O11l151C�" REVISION NO.! 7821 - 168th Ave. ME Redmond, WA 9805, (425)747-150( mitchellengineeringinc@comcast. ne RECEIVED CITY OF TUKWILA JUL 0 2 2015 PERMIT CENTER PROJECT �j OF -4 SHEET NO. SUBJECT tl �S`� JOB NO. e:�D` b-Y 74a - MITCHELL ENGINEERING INC &--q2m mimmmmommm as a a 4. A —T- -71 Vi I "If x. 4a I - 7821 - 168th Ave. N. Redmond, WA 980 (425) 747-15 -1011 �41 lor fEAT15- 14 vv./A loil V�;,,pUrG Wj AALV, t3 V4 ri-EAlt- PREPARED BY PROJECT SHEET NO,12 OF DATE 4go SUBJECT JOB NO. 17 MITCHELL ENGINEERING INC. PREPARED BY , lq- �� DATE 5 �,O. / 42D 1[-. 4 7821 -168th Ave. Redmond, WA 9,1 (425) 747-: mitchellengineeringinc@comcas cf70�9, �1ALL pi-w- FL-Aj 01 2,p�,64L PROJECT 4- SHEET NO. 0r'4 SUBJECT JOB NO. �- `� 740OF i,v.-774- 2d-JcdA-J 4)IF-174o kalvi. ois- 17e,.o Mitchell Engineering, Inc. 7821 - 168th Ave NE Redmond, WA 98052 7M. (425) 747-1500 • Fax (4251 747-54Q3 To: g I Date: Message: t Job#: Job Name: 1F7LE ropy Subject: 1-7 , Phone: A 6&e,,4T1'J �L 4y" 1 -N�- pd4'#*JJ ac' �J-r A'Fr-*eT REVME I) FOR CODE COMPLIANCE APPROVED MAR 2 6 2015 Ci of Tukwila BULL ING DIVISION CORREr-TION LTR#—&— pIs-oo�a RECEIVED CITY OF TUKWILA MAR 17 2015 PERMIT CENTER VIA: Courier Mail ( Fax: Date: Time: ) r MITCHELL ENGINEERING INC. r 1,2,,,4: �kA4;41,i A �,) DIV- i L 7a-' "-7r' /-1k d bU 4 7821 - 168th Ave. N. Redmond, WA 980 (425)747-15 mitchellengineeringinc@comcast.i CODE COMPLIAI APPROVED MAR 2 6 2015 Ci Of Tukwila �.1{LDINCa DIVISION N RECEIVED CITY OF TUKWILA FEB 17 2015 PERMIT CENTER 25'p Alm a - �a�.,� `z �5�,� l>>�-= �;�,.� 3-14� Ll-ly/z 7) '�/ A&? G. 2 L„ 2.=1,�i� M,T hA4 All - Co /-2 � 1 of wtis�rticy� r � R 20775 0 0 �sr E EXPIRES: PREPARED BY PROJECT S SHEET NO. / ')lt DATE SUBJECT JOB NO. �16 / 744 MITCHELL ENGINEERING INC. 445;444 /� 2ola /4- cP-1 n� / �Ar -7/avi W.P., /�; Val PREPARED BY PROJECT DATE SUBJECT 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)747-1500 mitchellengineeringinc@comcast.net SHEET NO. r�'� OF _ JOB NO. � " 5-1 %oo 7821 - 168thAve. N, MITCHELL ENGINEERING INC. Redmond, WA980 (425)747-15 mitchellengineeringinc@comcast.i ,r—, Z'A51), I �- \/S s (�- �klL 14r;i�, 7-/c2 '�,l ) /) , 54- 1,,.s / I a 2 Wy a, 9 7 A- �, �- r',- 4-k- T"-� (. Z -: -'; - / 4; ) 4/5. 4 �1�i; � v I L //,: p �/, 0 � f i _ I P� 6 h � AAA = C-�) >11 PD IL )41 p PREPARED BY� PROJECT DATE L � Ar/ SUBJECT e SHEET NO. Or JOB NO. 51,3 17& MITCHELL ENGINEERING INC. �4 ( #AjJ 41101 7821 - 168th Ave. ME Redmond, WA 9805', (425)747-150( mitchellengineeringinc@comcast.ne PREPARED BY PROJECT SHEET NO. !4 ll OF _ DATE / SUBJECT JOB NO. C)/5-1 7444 ,Slac,aa' wall Iaeso 7aaQataon P1-6 Mail Size 8d des 6" HEAR WALL SCHEDULE Nail Spacing' �l'®p/B9.aIa. Blocking studs _ Plate Req°cM. 12" 6" ALLOWABLE SHE' AR Hem -Fir �/2 Writ 210 P1-4 8d_ 4" 12" 4" — _Yes Yes 310 P1-3 8d 3" 12" 3" Yes 400 P1-2 IId_ 2" 12" _ 2° Yes 525 P2-3 8d 3" 12" 3" Yes 800 P2-2 IId _ 2" 12" 3" Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) oil one side of wall. P2 - 7/1.6 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1-3, P1-2, P2-3 & P2-2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered, 3. Nails shall be 8d cornpion. (d = .131 inch) 11. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side. 5. All panel edges backed with 2-inch nominal Framing for P1-6 & P1-4 shear. wall. All panels edges backed with 3x framing at P1-3, P1-2, P2-3, & P2-2 shear walls. Install panels either horizontally or vertically. Space nails @ 10 inches on center @ intermediate supper-ts. 6. All anchor bolts shall be installed with hot dipped galvanized plate washers. 7. Refer to foundation plan for anchor bolt size, spacing and mudsill/rim connections. STRUCTURAL NOTES CODE: DESIGN IS N ACCORDANCE WITH THE 2012 NTERNATIONAL BUILDNG CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDNG DEPARTMENT. LIVE LOADS: ROOF ------------------- 25PSF FLOOR ----------------- 40PSF LATERAL WIND ------------------ EXPOSURE B, 85MPH/I I0MPH(ULT) SEISMIC -------------- SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR GRADE. CAST-L'd-PLACE CONCRETE: F'c=2500 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL NSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 NCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED N 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. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIIZED (G185), STAINLESS STEEL, OR SHALL MEET ASTM 153 REQUIREMENTS PER IBC. SECTION 2304.9.5 AND IRC SECTION 317.3.1 REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED N 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 A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE FOR #6 AND 0/7 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 NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36000PSI. ALL WELDING SHALL BE IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STRUCTURAL TEVIBER: ALL LUMBER 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. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2------------------ Fb=850 PSI 2X ROOF RAFTERS HEM-FIR#2------------------ Fb=850 PSI 4X BEAMS DOUG-FIR/LARCH #2---- Fb=850PSI 6X BEAMS DOUG-FIR/LARCH #2---- Fb=850PSI 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 CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE/4 INCH TONGUE AND 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 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 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. ile v 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. GLU-LAIVIINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS BEAMS. ROOF SHEATHING: SHEATHING SHALL BE 5/8 NCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAIVIING: 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 COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND 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. 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 WASH INGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE MEETING I.B.C. TABLE 1607.1 FOOTNOTE i 4' MITCHELL ENGINEERING INC. ' I ter'• �+-Pi PREPARED BY_PROJECT DATE //s SUBJECT 7821 - 168thAve. r Redmond, WA 98 (425) 747-1. mitchellengineeringinc@comcast �� WAL'lOA - y SHEET NO. `o OF z�71S-1 AC JOB NO. I MITCHELL ENGINEERING INC. 1 14- C2);� PREPARED BY PROJECT 12 DATE V'3 SUBJECT 7821-168thAve. Is Redmond, WA 9 & (425) 747-1.' mitchellen;ineeringinc@comcast, 2x SHEET NO. // OF / 41 JOB NO. ®1-5 1 MITCHELL ENGINEERING INC. PREPARED BY J a.P/- �2/A DATE PROJECT SUBJECT 7821 - 168thAve.1 Redmond, WA 98 (425)747-1. mitchellengineeringinc@comcast N/4 SHEET NO. L2 OF 17 JOB NO. �� 4 MI R CHELL ENGINEERING IN S1�A�- Weil eAo- i�-A� 7821 - 168th Ave. N: Redmond, WA 980 (425)747-15 -MITCHELL ENGINEERING INC. 7 I 3. Ar =;= . .1 7821 - 168thAve. N Redmond, WA 98( (425)747-14 mitchellengineeringinc@comcast. PREPARED BY PROJECT DATE SUBJECT SHEET NO. -4 OF JOB NO. 4 -/7co a a • 8 g p• B 7821 - 168th Ave. 1� Redmond, WA 98( (425) 747-l' mitchellengineeringinc@comcast. a 'IT -o dF kAa s# � 7, * 1 a ,5� �— A Al �� •V v n. 'a �^ � C PREPARED BY G�y� / PROJECT SHEET NO. f � OF_ DATE ` SUBJECT JOB N0. MITCHELL ENGINEERING INC. tiall� s 07 J. � rl_ V-4; ITCHEL ., ENGINEERING INC 7821 - 168th Ave. N Redmond, WA 98C (425)747-1-` ►" t �% �" ' A; , Os ® A `^- f PREPARED'� F BY y; PROJECT l �, SHEET NO. O _ DATE �✓ SUBJECT �`� JOB N7 ____ 4/S"1% , M---ITCHELL ENGINEERING INC. rd j r LliJly S�" PREPARED BY�/' _ PROJECT DATE 4X-3 11.15- SUBJECT 7821-168thAve. Redmond, OVA 9 (425) 747 mitchellenc,ineerinainc� comcas - NFL.{ �84 r 03 ri i QN SHEET NO. 17 OF _ JOB NO_ �/ �� 17610 PREPARED BY BY�PROJECT DATE 4 SUBJECT G!l�61 7821 - 168th Ave. N.1 Redmond, WA 9805 (425)747-15C � de^ SHEET NO. OF JOB NO. ,715 71 � ' u �: �. S:".'"f.:"T. •'. x' :'vT "f:.'S,..-]�hi:At--_-� - w yJ. �i;tl.�,r c ENGINEERINGMITCHELL L'6iv LIT 4AA k9- OA LL L 7821 - 168th Ave. N.E Redmond, WA 9805 (425) 747-150 CA&- 17- PREPARED BY ' PROJECTSHEET NO ` f Or DATE-/5 SUBJECT JOB NO. `� " 74o MITCHELL ENGINEERING INC. PREPARED BY /1L / 4 DATE PROJECT SUBJECT 7821 - 168thAve. N Redmond, WA 9 8 ( (425) 747-1` mitchellengineeringinc@comcast. '51d '�--Tlvd 4.55 a / 2. "), — SHEET NO. ?0 OF JOB NO. L-VlJ / 74�e i MITCHELL ENGINEERING INC. � 2 w�(3J Tit � 4Ar1.4 ti�a-2 PREPARED BY PROJECT DATE SUBJECT armMI-5 5,,::7r-1 � /'Z ,�-Z'/'d 7821 - 168thAve. N.'. Redmond, WA 980_ (425) 747-15( mitchellengineeringinc@comcast.n L*j,�-k4- vv/�2-) 511.E SHEET NO. 2 / OF JOB NO. �✓ _/4�0 MITCHELL ENGINEERING INC. �f 'mac PREPARED BY DATE M PROJECT 7821 - 168thAve. T Redmond, WA 98 (425) 747-1 mitchellengineeringinc@comcast SHEET NO. 2I�2 OF JOB NO. ®! 5 —174-0 SUBJECT �5 d�,,I ass ��Tig1 �l4 7821 - 168th Ave. N.E. Redmond, WA 98052 (425)747-1500 PREPARED BY V-114' `T� 11 PROJECT SHEET NO. OF 2 17 _. DATE /� SUBJECT JOB NO. 4 � �. VLL NAL L PREPARED BY iqllPROJECT DATE - 116 SUBJECT 7821 - 168th Ave. N.E Redmond, WA 9805', (425) 747-1501 l4j SHEET NO. OF JOB NO. �1 ��4g� _._____ MITCHELL ENGINEERING INC. PREPARED BY — DATE. r ,g PROJECT 7821 - 168th Ave. N Redmond, WA 98( (425) 747-1 ` mitchellengineeringinc@comcast. im SHEET NO. OF JOB NO. �/� 7'**'o SUBJECT -- -- =- ram•:.-.:..�,,-:- _ -- �=�-=�-_ — _--�;��_b_---�:�--- - MITCHELL ENGINEERING INC max.- - _ -- \\� .r ► 0-Z1 5 7821 - 168thAve. N. Redmond, WA 980 (425)747-15 F 1' MITCHELL ENGINEERING INC. PREPARED BY DATE �13ZI5 PROJECT 7821 - 168th Ave. N.1 Redmond, WA 9805 (425)747-150 mitchellengineeringinc@comcast.nf -7�r /L,� - QA) � SHEET NO. Z 7 OF L_ JOB NO. 4�:)115 ./ 7� SUBJECT T�W� � - OlLi AL 0,14 Gv�GIgUC✓GL �5� (IAI� AV�'i PI • 3 A2 A Cad 4,--'1!2 bk)4 6Tw, A?- )t� !gym F /t/� A3 Bergq i t Engineering Servo�ce 27207 8th Avenue S P.O. Box 13309 Des Moines, Washington 98198 Des Moines, Washington 98198 Phone: 253,941,9399, Fax: 253.941.9499, e-mail: RBergqu510@aol.com FxdfE COPS March 8, 2005 .y-,. Mr. Harry Singh 21625 4' Avenue S Normandy Park, Washington 98198 READ FOR CODE COMPLIANCE APPROVED Re: Geotechnical Engineering Services Proposed Pieper Short Plat Subdivision MAR 2 6 2015 �., 17083 53'd Avenue South Tukwila, Washington BES Project Number. 200415, Report 2 Ci of Tukwila BUILDING DIVISION Dear Mr. Singh: Bergquist Engineering Services is pleased to provide this report of the geotechnical exploration and engineering analysis for the referenced project. The attached report summarizes project and site data, describes the services we performed, presents our findings, and provides recommendations regarding design of the foundations, lateral earth pressures, drainage, and earthwork. The appendix presents site maps, test pit logs, explanatory aids, and computer printouts of the stability analyses. We appreciate the opportunity to be of service to you. If you have any questions .r concerning this report, or if we may be of further service, please contact us. %w �. RECEIVED CITY OF TUKWILA Sincerely, Bergquist Engineering Services A Richard A. Bergquist, P.E. Principal EXPIRES July 2006 1 00 Ji 0 Copies to: Addressee (5) GEOTECHNICAL ENGINEERING AND CONSTRUCTION INSPECTION MAR. 0 3 2015 PERMIT CENTER CORRECTION LTR#--I-_, TABLE OF CONTENTS 1. INTRODUCTION.................................................................................................... 1 boo 2. PROJECT DESCRIPTION......................................................................................... 2 .r 3. SCOPE OF SERVICES.............................................................................................. 2 4. SITE CHARACTERIZATION...................................................................................... 3 4.1 Site Classification............................................................................................ 3 4.2 Surface........................................................................................................... 3 4.3 Subsurface Soil and Groundwater................................................................... 4 5. DISCUSSION.......................................................................................................... 4 6. RECOMMENDATIONS............................................................................................ 5 ar 6.1 Seismic Considerations................................................................................... 5 6.2 Foundations................................................................................................... 5 6.3 Slabs-on-Grade.............................................................................................. 6 6.4 Earthwork....................................................................................................... 6 6.4.1 Site Clearing..................................................................................... 6 6.4.2 Excavation........................................................................................ 6 6.4.3 Foundation Preparation..................................................................... 6 6.4.4 Slab -on -Grade Preparation............................................................... 8 6.4.5 Materials.......................................................................................... 8 6.4.6 Placement and Compaction.............................................................. 9 6.5 Drainage........................................................................................................ 9 6.6 Groundwater................................................................................................. 10 6.7 Erosion.......................................................................................................... 10 6.8 Slope Stability................................................................................................ 10 6.9 Construction Observation and Testing............................................................ 12 7. REPORT LIMITATIONS....:........::.............................................................................. 13 APPENDIX VicinityMap............................................................................................................. Al SitePlan............................................................................................................. A2 L Test Pit Logs............................................................................................................. A3 TestPit Log Notes......................................................................................................... A8 Unified Soil Classification System................................................................................. A10 Schematic of Footing Drain......................................................................................... Al 1 Computer Printouts of Slope Stability Analyses............................................................... Al2 Notes............................................................................................................ A22 Wr 0 as we GEOTECHNICAL EXPLORATION and ENGINEERING EVALUATION `'' PROPOSED SUBDIVISION NINE LOT PIEPER SHORT PLAT 600 17083 53'd AVENUE SOUTH TUKWILA, WASHINGTON KING COUNTY PARCEL NUMBER: 812500232 iw v prepared for. Mr. HARRY SINGH �., by: BERGQUIST ENGINEERING SERVICES BES PROJECT NUMBER: 200415-REPORT 2 MARCH 8, 2005 1. INTRODUCTION This report presents the results of our geotechnical exploration for the proposed subdivision to be constructed on the 3.13-acre site at 17083 53'd Avenue S in Tukwila, Washington. The location of the site is shown on the Vicinity Map on page Al in the Appendix of this report. The eotechnical exploration was performed b Ber uist Engineering Services BES to provide 9 P P Y 99 9 9 �) information or recommendations regarding: • seismic design considerations including liquefaction potential, • allowable bearing capacity and depth of suitable foundation systems with estimated settlements, • lateral earth pressures and friction coefficients, ` • influence of groundwater on the development, • drainage, • stability of existing slopes, • site preparation, earthwork, and excavation -slope considerations. M No t Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 fto Mr. Harry Singh authorized our work by signing and returning a copy of BES Proposal Number v 1062005, dated February 16, 2005. r� 2. PROJECT DESCRIPTION Current plans provided by Jaeger Engineering indicate that the 3.13- acre site will be subdivided into nine lots for the eventual construction of eight, single-family residential buildings. An existing house occupies Lot 9 and it will remain. Access to the properties will be provided by an "L"-shaped road with �•+ a cul-de-sac. A buried concrete vault for stormwater detention will be constructed on the south side of the access road. City water and sanitary sewer will service the buildings. to Actual foundation loads were not provided at the time this report was prepared. Therefore, we tj have assumed that individual column loads will not exceed 100 kips and continuous wall loads will not exceed 4 kips per lineal foot. If the actual foundation loads are greater than those stated herein, the geotechnical engineer must be notified to determine whether the Li recommendations presented herein require revision. The stormwater vault will have a bottom elevation about 10 to 12 feet below existing grade. W 3. SCOPE OF SERVICES The geotechnical engineering evaluation of this property has been done in two phases. Phase 1 included a reconnoissance of the site by the geotechnical engineer, development of a representative cross-section of the existing slopes on the site, a review of geologic literature, and estimating safety factors of the existing slopes by computer analysis. The results of Phase 1 were presented in BES Report Number 200415 Report 1 dated July 29, 2004. The scope of services for this report, Phase 2, included: excavating, logging, and sampling tow eight (8) test pits; laboratory testing; engineering and slope stability analysis; and preparation of this report. Soil samples were taken at the intervals noted on the individual test pit logs, which are presented in the Appendix on pages A3, A4, A5, A6, and A7 of this report. Several of the test pits were left open to estimate the depth to groundwater while the remaining test pits were excavated. All test pits were backfilled with the excavated site -soils on February 28, 2005 prior to leaving the site. Bergquist Engineering Services Page 2 of 13 hr .. Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 The soil samples were returned to our laboratory for analysis, which included visual classification, determination of the natural moisture content of selected samples, and estimation of their unconfined compressive strength with a calibrated -spring penetrometer. The field and laboratory data were then evaluated by the geotechnical engineer relative to the Irr proposed construction. The engineering recommendations and advice presented in this report have been made in accordance with generally accepted geotechnical-engineering practices in ..r the area. WR 4. SITE CHARACTERIZATION The information presented in this section was gathered by BES personnel for geotechnical bho engineering purposes only. This site characterization was not intended to address the presence or likelihood of contamination on or around the site. Specialized methods and procedures, which were not a part of this scope of services, are required for an adequate environmental site k1* assessment. �-+ 4.1 Site Classification According to Plafe 1 Generalized Geolo ig c Map ofSeohYe and Suburban Areas by Galster, R. W., and Loprde, W.T., 1991, the site soils are comprised of Vashon Stade till and Vashon recessional sand and gravel. Based on the soil classification and density as determined by the test pits, the soils at this site are not susceptible to liquefaction. 4.2 Surface Most of the 3.13- acre site is relatively flat and level but the property incorporates a north-northeast to south-southwest trending steep slope that roughly parallels Interstate 5 along the east and southeast ••r side of the property. The steep slopes decline from approximate crest elevation of 240 feet to approximate elevation 160 feet at slopes ranging from 60 percent (31 ° from horizontal) to about 900 percent (88° from horizontal). The slopes are covered with a moderately dense stand of predominantly large leaf maple trees. Several of the tees along the northernmost portion of the property are bowed slightly, which indicates that there has been some creeping of the slope. ftw The paved walk southeast of the adsfng Pieper residence are crocked and slightly offset down wo suggesting that the slope has been creeping over time. South of the existing house, there are some shallow earth fissures about 25 feet from and parallel to the major slope -break. Mr. Pieper reported rr Bergquist Engineering Services Page 3 of 13 rw! Proposed Subdivision (Pieper Short Plat] March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 that years ago, he had placed fill on the surface of the site, south of the existing house. According to him, the fill thickness ranges from zero feet along a line about 25 feet west of the major slope break to about four feet in thickness at the major slope break (See attached drawing for the described features.) io 4.3 Subsurface Soil and Groundwater The subsurface soil and groundwater conditions at this site are described in the following LJ paragraphs and are presented graphically on the test pit logs in the Appendix of this report. The stratification lines, indicated on the test pit logs, represent the approximate boundaries Wr between soil types. Actual boundaries may be gradual and the transitions may not be easily discemible during site excavation. w In general, most of the site is covered with a 4- to 12-inch thick layer of topsoil consisting of dark brown, loose SAND SILT (SM) trace gravel and roots to Sandy SILT (ML) trace gravel and roots. Underlying the topsoil, reddish -brown to gray -brown, medium dense to dense, fine SAND (SP) to SAND -SILT (SM), with gravel and occasional cobble was encountered to a depth 6., of about two to four to five feet below the surface. The natural moisture content of these soils ranges from 12.7 to 34.3 percent. Underlying the weathered till, light brown to gray, dense to 6.0 very dense SAND (SP) to SAND -SILT (SP-SM) with gravel, occasional cobble, trace boulder was encountered to the termination depth of the test pit. The natural moisture content of this layer 6.0 ranges from 7.6 to 17.4 percent. Two and one-half feet of probable fill, consisting of loose to medium dense, fine- to medium- `° grained SAND (SP) to loose SAND -SILT (SM) occasional gravel, occasional cobble, was encountered on the surface in the southwest comer of the site (Test Pits 7 and 8.) two Groundwater was encountered in Test Pits 4, 5, and 6 in the form of seepage above the denser till. Therefore, the seepage' water is considered perched stormwater trapped in the upper, loose soils. 5. DISCUSSION The recommendations presented in this report are based on our understanding of the project as presented in the Project Description Section and on the assumption that the subsurface conditions encountered in the test pits adequately represent conditions near and between the v Bergquist Engineering Services Page 4 of 13 110 h .� Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 %W exploratory test pits. Because project conditions regarding type and location of structures and ,,,, foundation loads can change and because subsurface conditions are not always similar to those encountered in the test pits, the geotechnical engineer must be contacted for review and possible revision of the recommendations if discrepancies are noticed. bAW 6W 6. RECOMMENDATIONS +`.j The following sections present recommendations regarding seismic considerations, foundations, lateral earth pressures, and for earthwork, excavations, drainage, and io groundwater. 6.1 Seismic Considerations 66 According to Figure No. R301.2, the site is in Seismic Design Category D, The average properties in the in the top 100 feet are estimated to be N>50, therefore, the soil profile is 1wa considered stiff. The native site soils are not susceptible to liquefaction and therefore exhibit minimum seismic risk. bw 6.2 Foundations Conventional spread footing foundations may be used to support the proposed structures. Spread footing (continuous wall and individual column) foundations may be dimensioned using a net allowable bearing capacity of up to 2,000 psf if they are placed in the undisturbed, `r light brown, brown mottled reddish -brown, medium dense to dense SAND -SILT (SM) or SILT (ML) encountered at a depth of about 6 to 36 inches below the existing ground surface of the site. The foundations shall not be placed in the probable fill or above the relic topsoil encountered at the site in the vicinity of Test Pits 3, 6, and 7. Where fill is encountered, it shall be removed and the footings extended to bear in the undisturbed native soil. Alternatively, the fill shall be removed well beyond the footing width to a depth to expose the native soil. The removed fill may be placed in loose lifts not to exceed 10 inches and compacted. Each lift shall be compacted to at least 95 percent of the maximum laboratory density as determined by ASTM D1557 before placement of succeeding lifts. Sergquist Engineering Services Page 5 of 13 Iwr r Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 aO The recommended minimum dimension for continuous wall footings is 18 inches and for 6W individual column footings, the recommended minimum dimension is 24 inches. All perimeter footings must be placed at least 18 inches below finished grade for frost protection. Interior footings shall be placed at least 12 inches below finished adjacent grade. The allowable bearing capacities may be increased by one-third for wind and seismic loads. If the recommendations in this report are followed, total settlement of the foundation will be less than one inch (1 inch) with differential settlements of less than three-quarters of an inch (3/a inch.) Lateral earth pressures for design of foundations, detention vault walls, or short retaining walls with level backfill and without hydrostatic pressures or surcharge loads, may be calculated using the equivalent fluid pressures presented below: 64 Active: Undisturbed subsoils 40 psf/ft. Compaded granular soils 35 psf/ft. 46'' Passive: Continuous footings 250 psf/ft. Column footings 300 psf/ft. 6r At -Rest Detention Vault Walls 65 psf/ft A coefficient of friction between footings and bearing soils of 0.35 may be used to resist lateral foundation loads. If passive earth pressures are used in conjunction with base friction to resist lateral loads, reduce the ultimate coefficient of friction to 0.30. Footings, stem walls, and retaining walls must be reinforced to reduce the potential for distress caused by differential foundation movements. A qualified engineer must determine the size, y quantity, and location of reinforcement. All footing excavations at this site must be inspected by the geotechnical engineer prior to placement of construction forms and reinforcement steel. low 6.3 Slabs -on -Grade Slabs -on -grade must be supported on a minimum four -inch thick, free -draining sand or gravel 60 base that follows gradation and compaction recommendations provided in Table 6.1 of this report. All concrete, especially slabs -on -grade, should be placed at minimum water -cement ratios on moistened surfaces and properly cured to minimize shrinkage, cracking, warping, and curling. Concrete slabs should be allowed to cure adequately before subjecting them to full Bergquist Engineering Services Page 6 of 13 io et Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 design loads. Any concrete that will be exposed to the elements should be entrained with four to six percent air to minimize damage from freeze -thaw cycles Polyethylene sheeting must be carefully placed on the granular base to act as a vapor retarder between the concrete and soil. A two- to four -inch thick layer of sand maybe placed over the polyethylene sheeting to improve concrete curing and to protect the sheeting from damage during placement of the slab elements. If provided, floor coverings shall not be placed until the concrete floor has cured sufficiently. am 6.4 Earthwork The recommendations presented in this reportt are predicated on fulfillment of the following earthwork recommendations. h.0 6.4.1 Site Clearing: Strip and remove any topsoil, tree stumps, weeds, old rubble fill, concrete slabs -on -grade, and other deleterious materials from the project area prior to construction. 69 After site clearing, the exposed surface must be graded relatively flat to allow for proper subgrade preparation but sloped slightly to allow good surface drainage during construction. 6.4.2 Excavation: Conventional -excavating equipment should be suitable for the proposed shallow foundation excavations. Use excavating buckets without teeth to excavate all �►-foundations so as not to disturb the bearing surfaces. Shallow excavations (less than four feet in depth) will stand open with vertical side slopes for short durations: however, according to Chapter 296-155, Part N of the Safety Standards for Construction Work in the State of Washingfon, the site soils classify as Type C. Therefore, side slopes of excavations deeper than four (4) feet must be no steeper than one and one-half (1.5) horizontal to one (1) vertical r (1.5H:1V). If the dimensions of the site prevent the use of moximum slopes of 1.5H:1V, the slopes must be stabilized or shored to facilitate safe excavations. The geotechnical engineer must be contacted for additional recommendations if such techniques are going to be employed. 6.4.3 Foundation Preparation: Except where fill is encountered, specialized treatment of the foundation soils is not anticipated at this site if the foundations are placed in the medium dense to dense SAND -SILT to SILT. The excavations, however, must be made carefully using a backhoe bucket without teeth so as not to disturb the bearing soils. If fill, loose, or soft soils �.r are encountered at the footing elevation, they must be removed and replaced with properly Bergquist Engineering Services Page 7 of 13 to Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 compacted backfill as described in Sections 6.4.5 and 6.4.6 of this report or the footings may ,1, be extended to bear on undisturbed, native soils. 6.4.4 Stab -On -Grade Preparation: If the earthwork recommendations provided in this report are followed, specialized treatment of the soil beneath slabs -on -grade at this site is not generally expected to be necessary. However, if any debris, organic material, organic fill soils, loose soils, or other deleterious materials are encountered at the subgrade elevation they must be removed and replaced with structural backfill. to 6.4.5 Materials: The on -site topsoil, SAND -SILT (SM), and SILT (ML) soils are not suitable for k..O use as structural fill or backfill. The organic -rich topsoil must only be used in landscape or non-structural areas. Site SAND -SILT (SM) and SILT (ML) soils are considered not to be all- 6114 weather soils and should be worked only during the dry season. The soils identified as "Probable fill" encountered at Test Pits 3, 6, and 7 are likely suitable for use as structural fill and backfill if removed and compacted in accordance with Section 6.4.6 of this report. ti `W .. If additional soil is needed for structural fill or backfill to meet design grades, it must be imported and conform to the gradation presented in Table 6.1, and be approved by the geotechnical engineer prior to use. Samples must be submitted to the geotechnical engineer at least 72 hours before approval is required and before the materials are used. Gravel base and select materials for pavement subgrade must conform to local governmental standards, such as City of Tukwila, King County, or other suitable specifications approved by the geotechnical engineer. TABLE 6A GRADATION REQUIREMENTS FOR STRUCTURAL Fu .;zk � 3' SC!«S< Stariclar Stove a- a 3 N Percent?a�si` =s 3-inch 100 3/4-inch 50-100 No. 4 25-65 No. 10 10-50 No. 40 0-20 No. 200 0-5* `' *Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. Bergquist Engineering Services Page 8 of 13 W bi-0 Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 d W If construction is performed during the wet season, a granular base or work blanket will be required. Granular materials used as a work blanket should conform to the gradation presented in Table 6.2, and be approved by the geotechnical engineer prior to use. TABLE 6.2 GRADATION REQUIREMENTS FOR WORK BLANKET "Note: The percent passing the No. 200 sieve is based on the weight of the material passing the 3/4-inch sieve. 6.4.6 Placement and Compaction: Structural fill and structural backfill must be placed in relatively horizontal loose lifts not exceeding ten (10) inches in thickness and compacted to at least 95 percent of the modified Proctor (ASTM D1557) maximum density at moisture contents within two (2) percent of optimum. Backfll against detention vault walls must be carefully compacted to 90 percent of ASTM D1557 with light equipment so as not to impose excessive lateral loads on the walls. boo Structural fill/backfill must be placed under the full-time observation of a representative of the geotechnical engineer, and the specified compacted density and moisture content of each lift must be verified by test, prior to placement of subsequent lifts. Placement on frozen ground must not be attempted. 6.5 Drainage Good drainage is critical to the` performance of earth -supported structures such as foundations and retaining walls. Therefore, construction grades and final site grades must be designed to prevent water from ponding in areas on or adjacent to foundations, slabs -on -grade, and pavements. Infiltration of water into foundation and utility excavations shall be prevented during construction and throughout the life of the project. A perimeter footing drain -system consisting of a perforated pipe surrounded by at least six inches of washed gravel will be required. The washed gravel must be separated from the surrounding soil by a filter fabric such as Mirafi® 140N. The collected water must be tight - lined away from the building to a suitable discharge system but not discharged onto the top of Eergquist Engineering Services Page 9 of 13 «. Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 any slopes. Roof and surface drains must be provided but they not must be connected to the " footing -drain system. Roof drains may be discharged into the storm sewer system. A schematic of a footing -drain system is presented on page A8 in the Appendix of this report. r. Where pavement does not immediately abut structures, slopes, with an outfall of at least three (3) percent for a minimum distance of five (5) feet from exterior footings, must be provided. %NW 6.6 Groundwater Groundwater was encountered in the form of seepage at a depth of about three to four and one-half (3 to 41/2) feet below the surface in Test Pits 2, 3, 6, and 7. This is interpreted as the groundwater level at the time of the exploration. Test Pits 4, 5, and 8 were backfilled immediately after completion, therefore, groundwater levels were not determined. Groundwater seepage was not observed in Test Pit 1. The groundwater level should be expected to fluctuate due to seasonal variations in precipitation and numerous other variables. Groundwater at this site should not present significant problems during construction. If groundwater is encountered, shallow sumps with pumps should be sufficient to dewater shallow excavations. Pump water shall not be discharged onto or near the existing slopes. 6.7 Erosion The soils at this site classify as fine-grained SAND -SILT (SM) some gravel according to the Unified Soil Classification System. These soils have a relatively high erosion potential, however, because of the shallow slopes in the proposed construction areas on this site, ` properly placed silt fences and straw bales should be sufficient for erosion control even during periods of heavy rainfall. 6.8 Slope Stability .. The project site is, underlain predominanly by a Vashon fill. The geneml'aed engineering properties of this soil unit, as described on the aforementioned geologic map, are as follows: Ir ON r Very slow infiltration rates, excellent foundation stability, stands on Vashon fill steep natural and cut slopes for long periods, and good seismic stability. W Bergquist Engineering Services Page 10 of 13 Na Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 The slope stability analyses for this study were performed using XSTABL software developed by Interactive Software Designs, Inc. XSTABL performs a two dimensional limit equilibrium analysis to compute the factor of safety for a layered slope according to either: (1) General Limit Equilibrium (GLE) Method, (2) Janbu's Generalized Procedure of Slices (GPS), (3) Simplified Bishop, or (4) Simplified Janbu. XSTABL calculates a FOS (factor of safety), which is the result of dividing the total forces supporting the slope by the total forces that are tending to destabilize the slope. If the FOS is greater than 1.00, the slope is considered stable; if the FOS is less than 1.00, the slope is considered to be unstable. A FOS of 1.00 indicates the slope is in perfect equilibrium. Because of the uncertainty regarding pertinent soil parameters used in the analyses and the variability of soil, slope, and ground water conditions, a non -seismic (static) FOS greater than 2.0 and a seismic (dynamic) FOS greater than 1.5 is recommended by the City of Tukwila for the proposed residential construction. 64 6W SOIL UNIT ENGINEERING PROPERTIES USED IN STABILITY ANALYSIS Moist Unit Weight Cohesion (C) Angle of Internal Friction (0) 1, Vashon till 138.0 pcf 1,000 psf 380 2, Weathered 132.0 pcf 250 psf 300 Till Note: These properties are based on the recent subsurface exploration and are within the range of 6.1 values suggested in a publication entitie d Geolxhnical Prop -ties ofCeologicMoferrak by Jon W. Koloski, Sigmund D. Schwarz, and Donald W. Tubbs im Two cross -sections (labeled A -A' and B-81 of the existing slopes (see page A2) were analyzed for LJ stability. Cross-section A -A' was at the steepest slope in the area of new construction. Cross- section B-B' was at the steepest slope that intercepts the proposed buried stormwater vault. The computer program was instructed to calculate the estimated FOS for 1600 potential shear surfaces during each iteration using one of the above -described methods. The attached graphs �- show the locations of the weakest surfaces analyzed within the slope segment selected for analysis, with the surface having the lowest FOS highlighted. .. Based on the analyses, the existing slope at A -A' has an estimated minimum factor of safety Yr1 during static conditions of 2.409 against shallow failure (see page Al and Al3) and 2.5 against deep-seated failure (see page Al and Al5.) The existing slope at A -A' has an estimated minimum factor of safety during seismic (dynamic) conditions of 0.30g against Bergquist Engineering Services Page 11 of 13 Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 shallow failure of 1.668 (see page Al 6 and Al 7) and 1.502 against deep-seated failure (see page Al 8 and Al 9.) Accordingly, we recommend that a buffer of 25 feet from the crest of the slope and a building setback v of 25 feet from the buffer be established. Construction and disturbance of vegetation within the buffer shall not be permitted. No significant structures, such as residential buildings or garages, shall be constructed within the 25-foot area between buffer and building setback line. The slope at B-B' with a 700 psf surcharge of the stormwater vault has an estimated minimum factor of safety during static conditions of 3.873 (see page A22 and A23) and 1.760 during seismic (dynamic) conditions of 0.30g (seepage A20 and A21.) Because of the flatter slope at B-B', the stormwater vault may be located as close as 25 feet from the crest of the slope. r Accordingly, we recommend that a buffer of 25 feet from the crest of the slope and a building setback of 25 feet from the buffer be established. Construction and disturbance of vegetation within the buffer W shall be permitted. No significant structures such as residential buildings or garages shall be constructed within the 25-foot area between buffer and building setback line. The vegetation on the slope shall be maintained over the life of the project. The soils along the toe of the slope shall not be disturbed or removed. The site shall be graded so as to minimize the flow of surface water over the slope. No drain lines shall be permitted to discharge on to any of the slopes. WO 6.9 Construction Observation and Testing `'' The recommendations presented in this report rely on adequate observation and testing of construction materials and procedures by the geotechnical engineer or his qualified bw representative. ,At a minimum, the testing program must include: r,, • Observation and review of site clearing and review of all foundation excavations to evaluate whether actual conditions are consistent with those encountered during exploration. • Observation and testing of placement and compaction of all fill and backfill %W materials to evaluate compliance with specifications. w Bergquist Engineering Services Page 12 of 13 ke Proposed Subdivision (Pieper Short Plat) March 8, 2005 Tukwila, Washington BES Project Number 200415,-Report 2 bow • Field inspection and laboratory testing of materials and field inspection of methods .r as required by the appropriate Uniform Building Code. Typically, this includes inspection of placement of reinforcing steel; inspection and testing of portland cement concrete to evaluate compliance with specifications regarding slump, .r temperature, air content, and strength. 7. REPORT UMITATIONS an The recommendations presented in this report are for the exclusive use of MR. Harry Singh for #A.0 the proposed residential development on King County Parcel Numbers: 812500232 in Tukwila, Washington. The recommendations are based on the subsurface information obtained by Bergquist Engineering Services (BES) and on design details provided by Mr. Jim %6j Jaeger of Jaeger Engineering. If there are any revisions to the plans or if deviations from the subsurface conditions noted in this report are encountered during construction, BES must be notified immediately to determine whether changes to the foundation recommendations are required. After the plans and specifications are more complete, the geotechnical engineer must be provided the opportunity to review them to check that these engineering recommendations have been interpreted properly. k1a 000 W M is Bergquist Engineering Services Page 13 of 13 60 r L] • r 0 • r r r r IMF r a a a a d ILocaffon: Tukwila, Washington e • ftw bow Lj 6i kho bw r. Ow 60 v s; .i!o7P o<• �� as d- �s .a. A. \` V. NOD 18'39i Qn03' W o w °Cr y- a _ cc fz IN ;,_---- CL- d, — _ --.ram-s1G-'- L.�•-y a 0 O V U U U H 10 i O N O O O iD 'a a SITE PLAN Project Name: Proposed Pieper Mh rlt- Subdivision Bergquist Engineering For. Harry Singh Location: Tukwila, Washington Services BES Project Number: 200415-2 Date: March 8 2005 A2 fti Project. Pieper Plat Subdivision imm Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 IL= v bw W u Aw bw 4W is r r to to Log of Test Pit 1 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 242' p h E E 'a c ': 3 Desrnpfion (Unified Sal Classi$cairon System) _ BS1 SM 20.9 Brown, medium dense SAND -SILT, trace gravel & roots (Topsoil) 1 ------------------------------------------------------------fi- 2- SM Brown, medium dense SAND -SILT, trace grovel 2 - 3- BS2 SP 12.7 ------------------------------------------------------------ 3- -4 Gray, medium dense, fine SAND, some gravel, occasional cobbles 4 - 5- BS3 SP-SM 17.4 -------------------------------------------------------------- -5- 6 6 -7 Gray, dense to very dense SAND to SAND -SILT, with gravel, -7- 8- occasional cobble, trace boulder - Di11icu/t digging of 8 feet 8- 9- BS4 SP-SM 7.6 -9 -10 10 END OF TEST PIT. DRY AT COMPLETION. DRY AT TWO HOURS AFTER COMPLETION. A3 r e. Project. Pieper Plat Subdivision `+ Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 ft. aw W bw 611 60 ■. am Yr Yr Log of Test Pit 2 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 250 a.ZIL E -o v4 `a N a o !✓ Description (Unified Soil (3assification System) —1 BS) 30.0 Dark brown, loose, Sandy SILT, trace gravel & roots (Topsoil) - — 1- -------------------------------------------------------------- 2 2 3 BS2 SM 19.2 Brown and reddish brown, dense SAND -SILT, with gravel, 3_ _ occasional cobble, trace boulder 4— 1'/s hm *024- 5 5 _ BS3 SM 20.0 Gra-browndense to verYdense SAND=SILT with gravel___________ 6 ML Gray, dense SILT occasional gravel, some sand 6 _ END OF TEST PIT. DRY AT COMPLETION. _ 7 7 Log of Test Pit 3 Project: Pieper Plat Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R.A. Bergquist, P.E. Approximate Ground Surface Elevation: 251' �..' �� .E G ., it _ / ,• 4 :. i i ,-, F/ r ". f l s tDesrnphon (Unified 56 Mass' Capon System] _ SM ------- BrownLloose�_Sandy_S{LT,,iracegra_ve1 E_rootsIF- 11____________� _ SM Dark brown, loose, Sandy SILT, trace gravel (Relic Topsoil) 2—---------------------------------------------------------- --2- -3— BS1 SP-SM 22.6 Brown, medium -dense, SAND to SAND -SILT, occasional gravel, 3_ occasional cobble 4 4 — BS2 ML 28.1 Gray mottled reddish -brown, dense to very dense, 11/4 ha A*- -5— SILT, occasional gravel, occasional boulder — — 6 END OF TEST PIT. DRY AT COMPLETION. _6 -7 7 A r t1D bw Project. Pieper Plat Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 ®. fto "0 Log of Test Pit 4 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 255' fa CLZ a 'C 4i Description (Unified Soil Classification System) SM Dark brown. Sandy S loose. Santrace gravel ___Dark 41, MILSHO-enib ----------- -2 BS1 ML 21.9 Reddish brown, medium dense SILT, some sand, occasional gravel --------------------------------------------------- 2 - SM Gray -brown, medium dense SAND -SILT, with gravel, occasional 3 ------------------------- qnvA ---------------------------- —3- 4- BS2 SM 17.6 Gray, very dense SAND -SILT, occasional gravel -4- - 5 QP=4.5* ftf 5 - END OF TEST PIT. DRY AT COMPLETION. BACKFILLED AT COMPLETION. 7 -7 7 bw Pro!eL+. Pieper Plat Subdivision Location: Tukwila, Washington it BES Project No.: 200415-2 Date Excavated: February 28, 2005 law LJ Ar fto ftw Log of Test PH 5 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 255' a ✓ Slry .... ... . ... MesSystem) n #J;iffi 1cii: cbu;, cripaff BS1 ML 31.3 Dark brown. loose, Sander SILTS irate guml §LEqqtff.?P$jD Reddish brown, medium dense SAND -SILT, occasional gravel BS2 SM 9.1 -2- BS3Sm 25.2 ------------------------------------------------------ 3 Light brown mottled brown, dense SAND -SILT, occasional gravel, occasional cobble More gravel and cobbles at 4'/2 feet BS4 SM 12.7 5— END OF TEST PIT. DRY AT COMPLETION. BACKFILLED AT COMPLETION. 17 -7 am A5 wo 61.0 im %W 6W L.J M 46.0 VI! %No fto 60 ow %w Log of Test PH 6 Projech Pieper Plot Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 254' -f CL o JE E . . =; Description (Unified Soil Classification System) BS1 SP 12.6 Brown, loose to medium dense, fine to medium grained SAND, —1- - 2 occasional gravel (Probable fill) - -2- -3- SM -------------------------------------------------------------- Park-lar-omn-IM2 SAND_ 9, snw-S V i s9larsin L Lkelis:19P.;Q 01 —3- - 4 BS2 ML 26.1 Light brown mottled reddish -brown, medium dense SILT - 4 --------------------------------------------------- PA SP Gray -brown, medium dense SAND, occasional gravel -6- END OF TEST PIT. DRY AT COMPLETION. 7 J-1 Log of Test Pit 7 Project. Pieper Plot Subdivision Location: Tukwila, Washington RES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extenclahoe Excavated By: Ground Vision Excavating Logged By: R. A. Bergquist, P.E. Approximate Ground Surface Elevation: 252 a c0st �p m 11an 0�i 'd Soil akvff6n-S fi BS1 SM 14.2 Gray -brown, loose SAND -SILT, occasional gravel, occasional cobble (Probable fill) 2 3 SM ------------------------------------------- 6 ------------------ Dark brown. loose. SAND -SILTS trace ravel (Relic 10-P9011L 3 NT ------ a I ---- ------------- ----- --------- �i*_ Gray mottled reddish -brown, medium dense Qp=3.0 isf - BS2 SM 25.3 SAND -SILT, occasional gravel 4- -5- SP-SM -------------------------------------------------------------- Brown, medium dense to dense SAND to SAND -SILT, occasional —5— gravel END OF TEST PIT. DRY AT COMPLETION. —6-1 A6 to wo %V Kim kwi 6J 161 me to W r 1-7 r Log of Test Pit 8 Project. Pieper Plat Subdivision Location: Tukwila, Washington BES Project No.: 200415-2 Date Excavated: February 28, 2005 Excavation Rig: Case 580K Extendahoe Excavated By: Ground Vision Excavating Logged By: R. A Bergquist, P.E. Approximate Ground Surface Elevation: 253' �. frEai Desari on in Sat dass�catiori System) p.. ,N. -1 BS1 ML 33.0 Dark brown, loose, Sandy SILT, trace gravel & roots (topsoil) _ ------------------------------------------------------------}- 2- BS2 SM 34.3 Qp=1.0,f _2- —3 Brown mottled reddish -brown, medium dense SAND -SILT, with —3- -4— gravel, occasional cobble 4 5— BS3 SM 10.5 QP=2.5 tf 5- 6 END OF TEST PIT. DRY AT COMPLETION. —6 _ BACKFILLED AT COMPLETION. 7 7 A7 W 10 v TEST PIT LOG NOTES as These notes and test pit logs are intended for use with this geotechnical report for the purposes and project described therein. The test pit logs depict BES's interpretation of ftw subsurface conditions at the location of the test pit on the date noted. Subsurface conditions may vary, and groundwater levels may change because of seasonal or numerous other factors. Accordingly, the test pit logs should not be made a part of construction plans or be `� used to define construction conditions. The approximate locations of the test pits are shown on the Site Plan. The test pits were located in the field by estimating distances from existing site features. #.., 'Sample Type" refers to the sampling method and equipment used during exploration where: • "BS" indicates a bulk sample taken from the ground surface or from the backhoe bucket. ►r "Moisture Content" refers to the moisture content of the soil expressed in percent by weight as 161 determined in the laboratory. "Description and Classification" refer to the materials encountered in the test pit. The `"� descriptions and classifications are generally based on visual examination in the field and laboratory. Where noted, laboratory tests were performed to determine the soil classification. LJ The terms and symbols used in the test pit logs are in general accordance with the Unified Soil Classification System. Laboratory tests are performed' in general accordance with applicable procedures described by the American Society for Testing and Materials. 60 "`I" Indicates location of groundwater at the time noticed. km Indicates location of water seepage and the elapsed time noticed. TERMS for RELATIVE DENSITY of NON -COHESIVE SOIL Term Very Loose Loose Medium Dense Dense Very Dense Standard Penetration Resistance "N" 4 or less 5 to 10 11 to 30 31 to 50 Over 50 blows/foot w r r TEST PIT LOG NOTES continued TERMS for RELATIVE CONSISTENCY of COHESIVE SOIL Term Unconfined Compressive Strength Very Soft 0 to 0.25 tons/square-foot Soft 0.25 to 0.50 tsf Medium Stiff 0.50 to 1.00 tsf Stiff 1.00 to 2.00 tsf Very Stiff 2.00 to 4.00 tsf Hard Over 4.00 tsf • DEFINITION of MATERIAL by DIAMETER of PARTICLE �+ Boulder 8-inches+ Cobble 3 to 8 inches Gravel 3 inches to 5mm Coarse Sand 5mm to 0.6mm Medium Sand 0.6mm to 0.2mm Fine Sand 0.2mm to 0.074mm Silt 0.074 to 0.005mm Clay less than 0.005mm • as • A9 r UP ow rr+ Yr tf ty„ r ►w w r.. L"n bw low rr UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) COARSE GRAINED SOILS (Less than 50%fines. Fines are soils passing the # 200 sieve.) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS GW Well -graded GRAVELS or GRAVEL -SAND mndures, less than 5%fines. GP Poorly graded GRAVELS or GRAVEL -SAND mixtures, less than 5%fines. GRAVELS More than half of coarse fraction is larger than No. 4 sieve. GM Silty GRAVEIS, GRAVEL- SAND -SILT m'odures, more than 12% fines. GC Clayey GRAVELS, GRAVEL- SAND -CLAY mbdures, more than 12% fines. SW Well -graded SANDS or Gravelly SANDS mixtures, less than 5%fines. SP Poorly graded SANDS or Gravelly SANDS mixtures, less than 5% fines. SANDS More than half of coarse fraction is smaller Silty SANDS, SAND -SILT mBdures, more thon 12% SM fines. than No. 4 sieve. $C Clayey SANDS, SAND -CLAY mixtures, more than 12% fines Note: Coarse -grained soils receive dual symbols if they contain between 5 and 12 percent fines. FINE-GRAINED SOILS (More than 50% fines. Fines are materials passing the # 200 sieve) GROUP SYMBOL DESCRIPTION MAJOR DIVISIONS ML Inorganic SILTS, very fire SANDS, ROCK FLOUR, Silty or Clayey SANDS SILTS and CLAYS Inorganic CLAYS of low to medium plasticity, CL Gravelly CLAYS, Sandy CLAYS, Silty CLAYS, Leon Liquid limit less than 50 CLAYS OL Organic SILTS, or organic Silly CLAYS of low Plasticity MH Inorganic SILTS, Micaceous or Diatomaceous fine SANDS or SILTS, Elastic SILTS SILTS and CLAYS CH Inorganic CLAYS of high plasticity, fat CLAYS liquid limit greater than 50 OH Organic CLAYS of medium to high plasticity PT PEAT, MUCK, and other highly organic soils Highly organic soils Note: Fine-grained soils receive dual symbols if their limits plot left of the W Line and have a plasticity index (PI) of 4 to 7 percent. UNIFIED SOIL CLASSIFICATION SYSTEM Bergquist Engineering Services to A10 r 6W Im u 66 v 0 7. v 5 Grode xte0ot . . � v V. foot q o \\ \\ \\ Poly sheeting vapor barrier Four -inch diameter, Nati a undisturbed soil Schedule 40 perforated or Structural Backfill PVC pipe sloped to drain Mirafi 140N wrapped around clean_ gravel Tightline roof drain Not to Scale SCHEMATIC OF FOOTING DRAIN Project Name: Proposed Pieper Short Subdivision Bergquist Engineering For. Harry Singh Location: Jukwila, Washington Services BES Project Number: 200415-2 ,Date: March 8 2005 All m m to 464 hi La d) 0 d' N 11 U) 0 LL— CL 0 2 U) m Q � m Q Z � U � L Q � J � C H U 0 2 U V) � N O ui o- w O O O O 0 O N NI V- N N •- (19,91) SIXd-)� Al O to O N O O N n PROM PIEPER SHORT PLAT, TUKWILA, WA 11 10 .0 200.0 11.0 11.0 200.0 22.0 d. 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 43.0 216.0 50.0 e. 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 65.0 246.0 130.0 61.5 240.0 130.0 SOIL b 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 to WATER 1 62.40 3 .0 185.0 iw 61.5 220.0 130.0 245.0 CIRCL2 to 40 40 50.0 70.0 60.0 .0 .0 .0 w ab w is FILE: PPRASTAB 3-08-05 11:14 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 ft Al MCI 0 0 L O O Ln CV 11 V) O L A- IZ O () m Q Q Z Y m M U F- v � L a I C F- U O 'L S U V L.LJ C 0- C L,J O CL V-- O O O O O N M r— O t\ N N N r (1991) SIXd-)l A14 O tD 0 0 N O N O O LO PROFIL PIEPER SHORT PLAT, TUKWILA, WA 11 10 .0 200.0 11.0 11.0 200.0 22.0 Raw 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 43.0 216.0 50.0 `, 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 65.0 246.0 130.0 61.5 240.0 130.0 SOIL 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER 1 62.40 3 .0 185.0 61.5 220.0 130.0 245.0 CIRCL2 40 40 1.0 43.0 43.0 .0 .0 .0 M 0 n] a .. 0 r FILE: PPRASTAA 3-08-05 11:06 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 ft 0 EMU Im e. u ►W .+ 00 CO CO I I V) O LL- CL O m Q� �z � N Y m � U Q � F- U O Z m U U) -I.- N W O D_ W O O O O O In M N N (N (4a91) SIXd--)I A16 O (0 r- O N V- 0 O N O 0 LO w �r PROM PIEPER SHORT PLAT, TUKWILA, WA u 11 10 .0 200.0 11.0 11.0 200.0 22.0 �• 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 43.0 216.0 50.0 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 65.0 246.0 130.0 61.5 240.0 130.0 SOIL v 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER 1 62.40 3 .0 185.0 61.5 220.0 130.0 245.0 EQUAKE yr .300 .000 CIRCL2 40 40 50.0 70.0 60.0 .0 .0 .0 we in r r fa on r FILE: PPRADYNA 3-08-05 11:18 ft 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 Al 64 is r a 1w `r 6w 6.0 6w N O LO If V) 0 LL- CL O V) m _z 3 Y m D U � a a i N 0- 0 O 'L r U N O W W 0 CL r- O O O O O LO M •- N N N T- .- (Iasi) SIXd—)� A18 O 1.0 0 N O qt O O LO n A PROFIL PIEPER SHORT PLAT, TUKWILA, WA 11 10 .0 200.0 11.0 11.0 200.0 22.0 s. 22.0 210.0 31.5 31.5 214.0 35.0 35.0 216.0 43.0 d, 43.0 216.0 50.0 50.0 220.0 56.0 56.0 230.0 61.5 61.5 240.0 65.0 '" 65.0 246.0 130.0 61.5 240.0 130.0 SOIL r� 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER t' 1 62.40 3 .0 185.0 b.+ 61.5 220.0 130.0 245.0 EQUAKE .300 .000 CIRCL2 40 40 1.0 43,0 43.0 .0 .0 .0 MW c r'`11 to FILE: PPRADYNB 3-08-05 10:55 ft 200.0 1 210.0 1 214.0 1 216.0 1 216.0 1 220.0 1 230.0 1 240.0 1 246.0 2 249.0 2 240.0 1 .000 .0 1 .000 .0 1 125.0 .0 w Al 9 b.d Ir. bm 610 v m L. M 00 fl O IZ O 2 V) m Q � Q Z S' Vi Y N � V F- a Q 3 J fn F— U O �c = U � N W O CL E W O OL V— p 00 M N N N V— (1aa j) SIXd—)� A22 0 11 N 0 N 0 0 O M 0 0 Ln V- Ir A PROFIL PIEPER SHORT PLAT, TUKWILA, WA 17 15 .0 200.0 10.0 10.0 200.0 70.0 taw 70.0 210.0 100.0 100.0 220.0 125.0 125.0 230.0 154.0 154.0 240.0 167.0 bw 167.0 244.0 192.0 192.0 244.0 193.0 193.0 238.0 193.5 am 193.5 232.0 208.5 208.5 232.0 209.0 209.0 238.0 209.5 low 209.5 244.0 210.0 210.0 246.0 226.0 226.0 246.0 240.0 154.0 240.0 193.5 209.0 240.0 240.0 SOIL 2 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER W 1 62.40 7 .0 190.0 10.0 190.0 70.0 200.0 125.0 218.0 154.0 230.0 167.0 232.0 240.0 232.0 EQUAKE .300 .000 r`LOADS 1 193.5 208.5 1000.0 .. CIRCL2 40 40 1.0 165.0 160..0 .0 ..0 .0 No w m FILE: PPRBDYND 3-08-05 15:39 ft 200.0 1 210.0 1 220.0 1 230.0 1 240.0 1 244.0 1 244.0 2 238.0 2 232.0 1 232.0 1 238.0 1 244.0 2 246.0 2 246.0 2 246.0 1 240.0 1 240.0 1 240.0 .0 .0 1 .0 1 ww A23 mtll� 60 aw W. ow r Ws O c0 V 7 O ^^� CL T VOT ,/ r M cW L 2Q w Z 3: Y (D V F- D � L Q 3 J � Q- D I-- C) ck� } O 'C: 2 0 V) -r— W O W C O O O O O 00 M N N N (1991) SIXd-)l A20 O N 0 N O M 0 LO r A PROFIL PIEPER SHORT PLAT, TUKWILA, WA ` w 17 15 .0 200.0 10.0 10.0 200.0 70.0 .. 70.0 210.0 100.0 100.0 220.0 125.0 125.0 230.0 154.0 bw 154.0 240.0 167.0 167.0 244.0 192.0 192.0 244.0 193.0 193.0 238.0 193.5 a' 193.5 232.0 208.5 208.5 232.0 209.0 209.0 238.0 209.5 b. 209.5 244.0 210.0 210.0 246.0 226.0 226.0 246.0 240.0 154.0 240.0 193.5 bmo 209.0 240.0 240.0 SOIL 2 W 138.0 140.0 1000.0 38.00 132.0 135.0 250.0 30.00 WATER r; 1 62.40 7 .0 190.0 10.0 190.0 6w 70.0 200.0 125.0 218.0 154.0 230.0 bw 167.0 232.0 240.0 232.0 LOADS we 1 193.5 208.5 1000.0 CIRCL2 40 40 1.0 165.0 160.0 .0 .0 .0 r r as FILE: PPRBSTAD 3-08-05 15:41 ft 200.0 1 210.0 1 220.0 1 230.0 1 240.0 1 244.0 1 244.0 2 238.0 2 232.0 1 232.0 1 238.0 1 244.0 2 246.0 2 246.0 2 246.0 1 240.0 1 240.0 1 240.0 .0 we] .0 1 .0 1 A21 A l► fto NOTES A22 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 12, 2015 HARRY SINGH 13409 SE 237 ST KENT, WA 98042 RE: Correction Letter # 2 COMBOSFR Permit Application Number D15-0040 DRAKE RESIDENCE - LOT 4 Dear HARRY 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 following departments: PLANNING - C DEPARTMENT: Minnie Dhaliwal at 206-431-3685 if you have questions regarding these comments. • The building footprint calculation does not match the plans. The maximum footprint allowed is 2275 sq. ft. Please provide a detailed calculation breakdown to verify that building footprint standard has been met. If the plans are revised to comply with the standards then please ensure if any revisions are required to the site plan. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will net be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, —i)-W —41ZV� Bill Rambo Permit Technician File No. D15-0040 63nn.Cnuthrontor Rrnilovnrd Ni/ito #]nn • Tulru)iln Wnchinotnn 9R1RR • Phnno 906-4?7-3670 • Fnr ?n6-4?7-?F/5 f"?"esponse let -ter Permit Application Number 1) iS-0040 Drake Residence- ®t # 4 2 3l .1 e e s,, t e (z.-. L la �s -�i. CLICTIC, U f-lu OAL .0, 0 ht-li "S, .n, 1.v- 1 10 a e L. S C S1JiCc, Tu ilefors to detajK, s "s HES Planning Dept. RECEIVED CITY OF TUKWILA -- MAR. 0 3 205- PERMIT CENTER 'S `77. -c,,J,tf ru 6,l OVV 'Ve ca J� c u,:, CORRECTION LTR#--L.__. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 26, 2015 HARRY SINGH 13409 SE 237 ST KENT, WA 98042 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0040 DRAKE RESIDENCE - LOT 4 - Dear HARRY 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Revise elevation sheet #1 to show elevations as North, South, East and West. 2. Provide elevation benchmarks for the site with finish floor elevation shown in relation to street elevation and/or corner lot benchmarks. This is to verify height of the lot shall be graded to drain surface water away from exterior foundation and allow sufficient drainage for footing drains. The grade shall fall a minimum of 6 inches within the first 10 feet. (IRC R401.3) 3. Provide a Geotechnical site soils evaluation report by a registered geotechnical engineer. Evaluation shall include the determined load -bearing values of the site soils for footing design requirements and shall specify recommended method for footing drainage/disbursement and/or discharge system sizing. Confirm the footing bearing recommended by the geotechnical engineer is consistent with the structural engineer's calculations. 4. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. A discharge system shall generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications and dimensions or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. (IRC R401.3, R405.1, R408.6) 5. The section and detail key references for the foundation plan appear to be inconsistent with details or sections shown on the engineer's S sheet #1. Also is detail number 3 meant to be called section 3? Please provide clarification and revise plan to be consistent with engineering. Review key references on other sheets and fix if needed. 6. Provide on a cover sheet or site plan (same size of the plan set 2406) with building statics or information indicating the type of residence (R3), building code references, energy codes, Tukwila city codes, designer and 6300 Southcenter Boulevard Suite #100 9 Tukwila Washineton 98188 • Phone 206-431-3670 • Fax 206-431 ?665 engineer, sprinkled, and parcel with lot number to include any other related building information. Site plan shall show site contours indicating slopes in 2 foot increments or flat site with slight slopes. Include a City of Tukwila vicinity map where this lot is located. Much of the review memo request indicated in #4 and #5 above may be included on this sheet. PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. 1. Maximum lot coverage, per TMC 18.10.057 is 35% - or a 2,275 sq. ft. footprint for a structure on a 6,500 sq. ft. lot. The footprint for this structure exceeds the 35% maximum (2,320 sq. ft.). 2. Minimum roof pitch is 5:12 - garage roof pitch is shown at 4:12. 3. Please confirm that the structure height does not exceed 30 ft. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • CITY OF TUKWILA PUBLIC WORKS DEPARTMENT REVIEW COMMENTS www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: February 24, 2015 PROJECT: Singh (SFR) Lot 6 at 5150 S. 172nd LN TL no. 812520-0239 1st Review Comments PLAN REVIEWER: Contact David McPherson at (206) 431-2448, if you have any questions/comments regarding the following comments. David.McPherson@TukwilaWA.gov 1. Revise site plan to include (1) show & label water meter and service line to new house (2) label water meter size (3) show and label sanitary side sewer to new house (4) show and label drainage flow arrows and downspout connection(s) to storm drainage system (5) F.F. elevation. 2. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Show on -site drainage system including profile - if footing drain and downspouts are sharing a single discharge pipe. 3. NOTE: If water meter for the new house is 3/4-inch then the house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works Project Inspector that a 3/4- inch water meter and service line meets domestic water and fire flow requirements. If domestic water and fire flow requirements are not met, then a 1-inch water meter with a 1-inch service line is required. 4. NOTE: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated polyethylene pipe with a minimum I% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 9 Tukwila Washineton 98188 • Phone 206-431-3670 • Fax 206-4.37-3665 If you have any questions, I can be reached at 206-431-3655. Sincerely, 1�.w -- Bill Rambo Permit Technician File No. D15-0040 6300 Southcenter Boulevard Suite #100 • Tukwila WashinPton 9RIRS* Phone 206-437-3670 • Fnr 206-437-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0040 DATE: 07/07/15 PROJECT NAME: DRAKE RESIDENCE - LOT 4 SITE ADDRESS: 5146 S 172ND LN Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Building Division lbkll� Alll� - i-0-1 Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) REVIEWER'S INITIALS: Vf ASP .1t41115- Fire Prevention Im Structural ❑ C?L Y�P-7--7-/T Planning Division Permit Coordinator ❑ DATE: 07/07/15 Structural Review Required ❑ DATE: DUE DATE: 08/04/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0040 DATE: 03/17/15 PROJECT NAME: DRAKE RESIDENCE - LOT #4 SITE ADDRESS: 5146 S 172 LN Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 2 DEPARTMENTS: A AWel iNding Division ftli *& 3- Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # after Permit Issued * W . 3.2. S Fire Prevention Structural ❑ Mt> X 3-11-15, Planning Division a Permit Coordinator of DATE: 03/19/15 Structural Review Required ❑ DATE: DUE DATE: 04/16/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1211812013 PERMIT COOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0040 DATE: 03/03/15 PROJECT NAME: DRAKE RESIDENCE - LOT 4 SITE ADDRESS: 5146 S 172 LN Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued "l DA1D9rX4 iNTC- 1 As Aw 6 3 _e� s rya Rio 2 -6-11- J Building Division Fire Prevention ❑ Planning Division 'pcn AW t, `3- kH ' Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 03/05/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/02/15 Approved ❑ Approved with Conditions ❑ Corrections Required w (corrections entered in Revies) �� Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only !� CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping]N' PW ❑ Staff Initials: H9= 12/18/2013 PERMIT COORC COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0040 DATE: 02/17/15 PROJECT NAME: DRAKE RESIDENCE SITE ADDRESS: 5146 S 172 LN X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ifirK Building Division I.)wm (AVID Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Ar'&e'vention Structural ❑ Planning Division Pen -nit Coordinator a DATE: 02/19/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/19/15 Approved ❑ Approved with Conditions ❑ Corrections Required lyr (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only. CORRECTION LETTER MAILED: Departments issued corrections: Bldg— Fire ❑ PingQ*- I'WV— Staff Initials: 12/18/2013 PROJECT NAME: G,E/ ,�`7• SITE ADDRESS: Sl '� �• 1'I2LNi PERMIT NO: D ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 -1 N 1,,5- Summary of Revision: XM j 5r- r/ r/ r Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hqp://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t4lZ— — % Plan Check/Permit Number: o L/ ❑ Response to Incomplete Letter # RECEIM ❑ Response to Correction Letter # CITY OF Tukw 1„A Revision # after Permit is Issued JUL 0 2 2015 ❑ Revision requested by a City Building Inspector or Plans Examiner PEP"" CFNT�4, Project Name: �%� �, �� c��TG � .�% # 4 Project Address: ,��6 S'a 172- fy h Led Contact Person: � � C, Phone Number: 7,n6 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including .4ate.of revision • n Received at the City of Tukw ❑ Entered in TRAKiT on City of Tukwila Department of Community Deve1 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: %2 �}� ///�� Project Address: .��'� �z.� L /l� la le z X4 /,d`11" Contact Person:Phone Number: Summary of Revision: ] O ECEP " MAR 1-7 Sheet Number(s): "Cloud" or highlight all areas of revision includingMX Received at the City of Tukwila Permit Center by: �tered in TRAKiT on t City of Tukwila Depttrtnaent of Community Development i -4 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 ' Phone:206-431-3670 19013 Fax: 206-431-3665 Web site: http://ii,it vi,.ci.tukivilu.wa.tts I REVISION SUBMITTAL 1 ltevision_subtuittals nt.ust. tlu P_er t7tit Centeer. _ Revisionslv_itl trot be accented tlxroug/z_ the mail, frf-y, etc. Date: Plan Check/Permit Number: D 15-0040 ❑ Response to Incomplete Letter # ❑X Response to Correction Letter # ❑ Revision # _ after Permit is Issued ❑ Revision requested by a Cite Building Inspector or .Plans Examiner Project Name: Drake Residence — Lot 4 Project Address: 51.46 S 172 Ln Contact Person:�a V X44 Phone Number:_7 O Summary, of Revision: � �* REC 2015 --...PMMrrrmwMp Sheet Nurnber(s): "Cload" or highlight all areas of revisionn including date of revision c' Received at the City of Tukwila Permit Center by: Q]i Entercd in TRAKiT on \applications\fomis-applications on linc\revision submittal Created: 5-13-2004 Revised: Department of Natural Resources and Parl �I� Q� 0 Wastewater Treatment Division King Courrty Residential Sewer Use Certification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address ity State ZIP ' w Owner' Name /n� ,�, % % 6-14, � //`� / / 2— L--% V Owner's Mailing Address �&�? 44 City State ZIP t OwnePhone umb ith Area Code) Zoe—:�, - Zl,' 2,ep -,7 2 q Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address For King Coun- ze Only Account # No. of RCEs Monthly Rate \,:"" A:�, VJ I ec-�,.p Sewer District / Ag ncy Contact & Phone Number Date of Sewer Connection Side Sewer Permit Number Z5Zc Required: Property Tax Parcel Number Subd�ivi`sion Name Subdivision Number l� t— Lot Number IBlock Number Building Name City State ZIP Residential Customer Please report any demolitions of pre-existing Please check appropriate box: Equivalent (RCE) building on this property. Credit for a demolition Vngle-family (free standing, detached only) 1.0 may be given under some circumstances. Multi -Family (any shared walls): Demolition of pre-existing building? ❑ Yes ❑ No ❑ Duplex (0.8 RCE per unit) 1.6 Was building on Sanitary Sewer? ❑ Yes ❑ No ❑ 3-Plex (0.8 RCE per unit) 2.4 Was Sewer connected before 2/1/90? ❑ Yes ❑ No ❑ 4-Plex (0.8 RCE per unit) 3.2 Sewer disconnect date: ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = If Multi -family, will units be sold individually? ❑ Yes ❑ No Type of building demolished? RECEIVED Request to apply demolitionoi torpu#ioKlwlttr)gs? ❑ Yes ❑ No FEB 17 2015 If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No (PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1060. 1 certify that the information given is correct. I understand that the c pity charge levied will be based on this information and any deviation will require resubmission of corre ed d for ter Ion of a revised capacity charge. Signature of Owner/Representative /' Date Print Name of Owner/Representative 2 /vim 1057 (Rev. 4/11) White — King County Yellow — L al Sewer Agency Pink — Sewer Customer ®,,,, CITY OF TUKW/L. Community Development. artment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Cer '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 ^ i Site Address: 51XX S 172nd Ln lots 2, 4 & 6 (attach map and legal description showing hydrant location and size of main):. !Owner Information: Agent/Contact Person:: Owner Name: Harry Singh Agent/Contact: Owner Address: 5140 S 172nd Ln., Tukwila, WA 98188 Agent Address: Owner Phone: 206-261-7657 Contact Phone: This certificate is for the purposes of: 3 New SFR BUILDING PERMIT ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): Three 1" water meters Vehicular distance from nearest hydrant to the closest point of structure is Lot 2 - 55'+/ Lot 4 - 55'+/-, Lot 6 - 55'+/-. See attac tie map. Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature Date PART B: To Be completed by water utilitydistrict _ 1. The proposed project is within TUKWILA /King 2. 0 No improvements required. (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: Fixture count forms approved by the City of Tukwila Building Department needed to receive reduction in number of ERU's charged for V vater meters. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1000 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 fic needs. 'AtiG E I V E D 5. Water Availability: CITY OF TUKWILA Acceptable service can be provided to this project FEB 17 2015 Acceptable service cannot be provided to this project unless the improvements in item B-3 are met, PERMIT CENTER ❑ System is not capable of providing service to this project 1 hereby certify that the above information is true and correct, b on the best available information. H_ IGHLI_NE _WATER DISTRICT_/_ 206-824-0375 By _ _ _ I Agency/Phone JE Y DE AR v D to DISTR G[NEER l :74f t �:J. , r i 3460 S 148th Suite 100 Seattle, WA 98168 Phone: (206) 242-3236 tr Fax. (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY Residential: $ 50.00 Commercial: $ 100.00 f Certificate of Sewer Availability OR l' Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant) Purpose of. Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Short Division ❑ Rezone ❑ Other -� Proposed Use: ❑ Commercial residential Single Family ❑ Residential Multi -Family ❑ Other Applicant's Name Phone Number PropertyAddress 5/1-16 "n l721-N 76�1<wl Z-, Tax Lot Number g1252_6023:7- Legal Description (Attach Map and legal Description if Necessary); f-72 Sf ��T/r°l�+ f` D cj�rJ, % Cl r/s�t4 Part B: (To be Completed by Sewer Agency) 1 a. A Sewer Service will be provided by side sewer connection only to an existing size sewer ® 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 lateral or to reach the site; and/or RECEIVED ❑ (2) The construction of a collection system on the site and/or CITY OF TUKWILA ❑ (3) Other (describe) FEB 17 2015 2. Must be completed if 1. b above is checked PERMIT CENTER 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 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 C`. a. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following; a. District Connection Charges due prior to connectio r Permit $, � GFC: $ SFC: , $ 2 66yI Unit: $ Total $ ❑_ (Subject to Change on January 1 st) i!Ld Either d King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. so, a-- 00 Afo b. Easements: ❑ Required ❑ May be Required c. Other I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the of signature By Title y� Date Permit Center/Building Division CITY OF TUKWILA 206 43i-367o • Department of Community Development Public Works Department 63oo Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179 Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division • • 2o6 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO:7) STATE OF WASHINGTON) ) ss. COUNTY OF KING ) SYLVIA M DRAKE states as follows: [please print name] i. 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.ogo 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 A, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.2-1 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. SCH off ;f�``�S\pARy,�t, 4 Owner/OwnersAgent 50 _ s '.,v pW,�V `- .0 Signed and sworn to before me this h ,- �,3�p4`�?ter ':jk\ 26th day MARCH o 15 1111111 F Ai ". NO in and r tate of Washington Residing at ORTING, Pierce , County Name as commissioned: GARY P SCHUETZ My commission expires: 05/04/15 18.27.ogo Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; io. 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; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, of 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,o'r repair of the mobile/manufactured homes that weire manufactured or sold by the mobileymanufactured,home dealer or manufacturer; 18. An entity who holds a valid electr"cal'contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting,the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally; directly, and immediately appropriate to the like-in-kind•replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. *Per Washington State Department of labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. COVERAGE LOT S FT. e y , m STRMC.TURE PORCH [COVERAGE .ATTIC VENTILATION MUNICIPALITY-- OCCUPANCY== NTERSTX'F�-!I 405 Q SOUTH l CENTER MALL < LLJ Q LO � VICINITY MAP PIM WSW apwal Is subject to orrom and omissions. APPWd of construction documents does not authorize ft an of any adopted cob or ordinance. Receipt of qpmd Fk2d itions is ctwrfed+gs 'WA �I Tom:; •sfa�tii::` Y: City Tu �� : ! �'i flYl N 'iR�: of of S I ., ..•.'..�I_!�'YER•�i�?!7.'D�.:Cf"5::t/ERiIGAL.�':;:'.••.;'..•.:...•:•:.::;.... iIJii..C71(`+iG DiVla(Ot+ 9 City of Itv�l51 • .... L,C�YVEK• ... ; . i`!Ol": 55 ..l.E. T1-1AN h .INGl�S •' •• • Tu to ,tom... "�ar�rrfiza 9: •� YV UY1l: •. JAG �T'0' BUILDING DIVISION ®�Ee SITE PLAN 1u�rz•• REVIS me, changes shall be made totvsc �e of work without prior app oal of. �y Tuk�,vila Building Divis, n. —FOR ALL E N G . INFO REFER T O S _ r�� i�::��vi;i��s ��ri4i r�4��l��, :, r.�.1 pl^n �R!bmi�r t Ord r�J :^ Fti.':an�.! SEPARATE P�.FI REQUIRED FOR: /Q' eChartical . �ectrfca! umbirrg ti (AV �.rt 14 ERAGE GRADE SHALL DE DE � 'ERMINED INE FFRO � POINTS 5 �` �'. MIN.a?Iiv�N510N,'. 1 g 4 AWAY -SEE �1. g /��g1{�ivaNl mil . q x�./v�ild N i 1lB C/ppy/T e RECEIVED CITY OF TUKWILA JUL 0 2 2015 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 15 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 0 2 2015 PERMIT CENTER 'z JA1 •,,,� Imo.` ( ' �•, �-�,•r.. I .•r•� �1'� � .. e."' �, (�p z, .00 �r RE-:CMIVED '^ CITY OF TUKWILA �Uh...f1•.2.•015 Cf"�f�IVI!'';�'�i it"R'OIfE,D JUL 1, 5 2015 City C;f TlAkwila UILDING DAVISIOJ- , �? _ i - � 11 �•.w. � .��., "'� ,rl' ...,--"- td' .:+'1t . y �,,.� I ,,4, (_,..-�«�1fr�+.• ..s.,_...:..__.........41, d ...�•s�'7.. �...r� t� �• �� 5 �..J./�,'% t✓�4.+"` .,_ ..._".-.... � �� 'd �W� p~�4n•A.� .�.x /�4j'T' (^Y .. - � � T /p /'j'•W? g� 4 !,� �',%fj4e."''3 N'� .� y� I. �.. ��0 ,. _ _....- �._.".....," w � �,i_,.`+•� `�.r�t..y..,. cp i -�,��'�r l �._,.,.� �''1....��'`�l.�I� � lam. � �� ` - , �., - ...-.:.lvsr.. ..: iF:i ..,,F sr<.}.� .i�el� "`"�v�..m++�:I'v� S"UARE FOOTAGE _ INTERS rAI 405 S. 160 ST co MAIN SOUTH. UPPER > CENTER ' MALL S: 166 ST GARAGELn = U; TEIn Q VICINITY MAP - ATTIC VE�TTILATICI TILECOPY LOW== >i'R0 V1Dr" qT >ii12 LO ER= 522 l T2* 144/300= ;a,'Z! 1Z RE 'ID RE515T.fWE Y!!I►: PAC. n e i� '2` vlslolvs No changes shall bo made to the scope of work without prior approval of Plan review approval is subject to errors and omissions. Tukwila Building Division. . Approval of construction documents does not authorize MTE. revisions will r� quire anew plan submittal the:. violation of any edopted•code or ordinance. Receipt and may include additional plan re��ir?vr fee--_S__. �1 of approved Field CO*77 and ndi 'ens is acknowledged: By. Date / SEPAi tt 1fjL 1�r City of Tukwila .BUILDING DiWISI®N p ec73an:car . ( leevical _ ❑ Piuminq 9PLANNI f AI�rri �❑Gas Piping pity of Tukwila -. s �� b� rn�.e��. to ih�se - - -- - -- - - - - -- Ne changes fat a,00rov from the4c:sG I ivlslo �Ul°�ThATIOloT VENTILATION piaPiannng pivision of DCD ins These plans have been reviewed by the Public'�A Wfr( rkq nenartment for conformance .with current N . .. .... ....... . .. . ..... TABLE R602.3(l) FAsTE, NER SCHEDULE FOR STRUCTURAL M EM BERS Simple Heatin g System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA �N U �BER AND 17rr DES�CRIPT BffLDING M or TS I 0 S _M� E MZENT'S OFFASTE ER .,M-EGHA AL DESCRIPTION OF BUILDING NUMBERAND 7� SPACING OF FA91. ENERS N'.I:C Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling ELF TYPEI 11 �N loads. weighted average U-factor of SOLID'. F EL. iU G.�� APPLIANC The glazing (Window) and door portion of this calculator assumes the installed glazing and door products have an area Roof % 0.30. The imorporated insulation requirements are the minimurn prescriptive amounts specified by the 2012 WSEC. njoists or rafters to top Ir . . t, . ..: : * Please fill oQ all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, Blocking betwee 3-8d (21L,11 x 0.113") rep -down options, please call the WSU Energy Extension as, on t ` `�` I' '.'* 'id"fl aov6si-4d6t6tY� .... .. some values will be calculated for you. If you do not see the selection you need in the drop plate, toe nail ..... I'. Program at (360) 956-2042 for assistance. -:bUrn ng--.dpp Opc oun., Ceilingjoists to plate, too nail t 2 3-8d (2112" x 0.1 13") Contact Information IProject Information Ccilingjoists not attached to parallel nifter, 3 3-10d I-;4-- 1-ce mil Prescriptive compl nCe: Zone 4 Marine .(�oodframed building)- R402.1 .1 __Ies no U-Factor or Total UA Equivalent compliance R402.1.3 / R402.1.4 Opening Glazing and Door ceiling Insulation Below Grade Floors Above Slab on area U-Factor footnote j W allte 0 (over Grade unheated Grade Fintenor % of floor ea attic vaulted, Vertical Overh d Wall tel exterior.. area) area 0.30 0.5o R-49 or R-38 Adv R-38 R-21 Int. R-21 wl TB R-10 R-30 R-10 -f_f�tc. r�_R_21 onuirXenf mav be R-15 intedor rigid continuous insulation (60, OR R-13 batt interior with R-5 continuous insulation (0). PS over P :::�,:MEATING I I IIA 1111 x n 129"I f,2, unnhin qinnia inisit or rafter ceiffna cavity, not saissor trusses.4 gage ridge S p z 7 -'..'aZach. dWdllihg .-UhIC.ShOl All Other Systems the": fl60'- Heating System Type: 0 Heat Pump uIld n§.!** ITo see detailed instructions for each section, place your cursor on the word "Instructions". 0. 1 3 5 or 3- 1 Od 3- I 6d box nails (31/2" x 2 toe nails on one sidt; and I toe toe nail Imiter or un or. -d" d sWl bbtdin' 5 Rafter or rooftruss to Plate, nail on opposite side ofeach common nails Desi_q Temperature 10oulongJ--vau Proposed ills W A" enter values as applicable: Attic vaulted walls Below Grade Walls Floors Slab compon ent R-749or R-38Adv R-38. R21 R-10 R-30 RIO values 0.300 0.500 0-026, 0.026, 0.056 0.042 1 0.064 0. 029 �0.54_ Design Temperature Difference (AT) buitiiil� fr6nf-,6Utdo6 (Y x 0.148") Tukwila Outdoor Design Temp h AT= Indoor (70 degrees) -Ibul no' w i6h I-t WHOLE HOUSE. VENTILATION SYSTEMS Roof rafters to ridge, -'N01 4-16d (31/2" X 0. 135 E;.'.:'BUI"LbING.-E'NVELOOE"Th,e U'o di valley or hip rafters: spades - MOY"' 5";n systerrf that will'be used. (graphic representations. shown an page 8) 6 toe nail face naff 3-16d (31/2" x 0.135") thi�iigh whibh:':. bprrno 'energy- Area of Buildi!Lq Select the "whole house ventill or Conditioned Floor Area to -friom �Ie extirior,':' wall Lim ng:�equ pn InstrLIC60119 'd ut" a,. Conditioned Floor Area (sq ft) quired 24" o.c. 10d (3 x 0.128") enve ape NOTE: In addition to the required "whole house ventilation,systern," "local exhaust ventilation" is re Average Ceiling Height Conditioned Volume ing pool, spa, and other rooms where Buitt-up studs -face nail 7 Abutting studs at intersecting wait come loset, laundry room, indoorswimm rs 16d (31/2" x 0.135") 12" o.c. athroom, water c in each kitchen, b W r 8 Average Ceiling Height (ft) 25,806 r face nail. . ....1 .. .... may be present d excess water vapor or cooking odors SIZE Cim 'd Idbiald' :tby:'cn-'.,ia0prdva .,,ag ncy... an rea UA - LE -HOUSE FAN spacer I 6d 0 1/211 x 0. 13 5 16" o.c. along eact dge an' d Glazing and Doors 1.1-Factor X A 9 Built-up header, two pieces with 1/2" *rfiobe 'sl ION OF WOLOCAT 0.30 125.70 35") 16" o.c. along catli. edge 10 tied header, two pieces 16d (31/2" x 0.1 Contin A' lldhces ended f6, r1n, tdl116ti6fi-- fl id.-.ap'acdd.--dhaII.-- or:, can no .2012 Int6rhationa sidential Code Table MI usly operating systems) U-FaIctor X Area UA 507.3.3(l) (continuo Skylights Ie nail 4-8d (2'12". x 0. 1 13") pill 11 Continuous header to stud, to d bd bt6.-. used`.. 0.50 I Od (3 x 0.128") 24 o.c, LATION- RATES FOR DWELLINGS FOUR STORIES OR LESS, Q, 12 Double studs, fitce mfl ...MINIMUMVENTI iaiij` I d" sip'd'boi 99::on y one ose Insulation .-�;-t-6cn.,,-room,.,.or spac -,?Qx e fill died, Ur6d Attic U-Factor X Area UA Number of Bedrooms 13 Double top plates, face nait 10d (Y x 0.128") 24" ox, bo'drdomi',.,.�bothro'or*t;:.."'t di and ces 0.026 0 7 >7 8 43.11 Double top plates, minimum 24-inch offict 14 -16d(z 2 II/ 0.135") 5-49 2 .3 4 6 nag in tapped area Floor Area (sicift) ofend joints, face widee. worm.. 60 60 75 75 1 2 l6sto led.* 16: or 16" o.c, '45 ulted Collings a 0 1500 30 �30. 45 X 0.135") ess., - ... "" . .. . .1 .. I 16d (3'/Y' fi . rnd ..min"Im" um- Single Rafter or Joist Va U-Factor X Are UA 15 Sole plate to joist or blockirig face nai t... f 6.1. 0, :90 .105 60 75 75 9 :,d on!* - the No selectio Sole plate to joist or blocking at braced wall op: o made. - A& .60 1501 to 3000 45 3-16d (31/2" x 0. 135") 16" o.c, 9 105, 120 60: 16 . .!,*I - .: - * - % , * * II.-"n6t:. be nst I0, panels aeum,:gcs..:! umngtmo 60 75 75 .90, L1464" a`-::pe. ol plldnces'�'shb . 3001 to 4500 105 Above Grade Walls (see Figure 1) U-Factor X Area UA -8d 20 135 :A501--to 6000,: 7 ,90 105 105 3 instructions 19.60 75 a rt- gas. n 0.056 6 t (21/2" x 0. 1 13 or s1rhilde., load Idn' 120 Stud to sole plate, toe mil. 17 1120 135 135 2-16d (31/j' x 0. ances.. 150 105 120 I..90 90 105 t 6 'd'sd'M* an - lunlesb�l Wch'.-: odi ppro O.. 6001 to 7500 f;::t '.'molons or-.--,---r.emovo:-of uhburfid' 1 50: 1.50, bo'grake U' Floors U-Factor X Area UA 120 7 18 Top or sole plate to stud, end. Mil 2-16d (31/2" x 0.135") t d,'.* 'Y'�, .:g 20 135 7501, 105, 105 0.029 88.04 -(A0 at FR-30 Top plates, laps at comers and inter ections, 19 2-10d (311 x 0.12811) h -§Wnerote" garage - face nail and Whic --.Hea Idg:.oh %.:.c.-o-o ng'.e` ad J Below Grade Walls (see Figure 1) U-Factor X Area UA t uIpmen ocated n . 7 2 1/2' x 0. 1 13 No selection mv 16 b -8d (2 .,.or. ame al -.6,11, .106it no Adm Select R-value :,ENERGY CREDIT OPTION'D S 3 CRIPTIONS 20' 1" brace to ea ea I ch stW and plate, face nail ve* 2 2 staples 1 /4" Slab Below Grade (see Figure 1) -Factor X Length UA IF R402-1-1 Pre§,= U 0.28, floor R-3B, sle.4s R- 2-8d (2'/, lectio la: Table ptive compliance with openings -Blui ding -EM n No se - -1121 11' fhce nail air :du'o a, pas citent F -16d 3 1 6d( a d 0 . In the -Wd .-'fi t UA reduced �Y-5%-(0-5 P0 ........ rime g ppo e'ntlr*e':' lab Ryotal UA 21 1 x 6" sheathing to each bearing, Fire �--dampo'rd ned�hot-:beJri6t0IIbd* t n cl rage'. 2 staples I Ri'I'- . DIViSlon,21.6cb6pain' 0 ------- Lenqth UA 5% Plans such.-. u 'h Effi -Eg A& filipment 3a: gas. propan or No selection 2-8d (2'/2' x 0.1 13") . VVIS16' a con�, Slab on Grade (see Figure 1) F-Factor X an ler with minimum AFUE of 9 d eta Wlthlh':-�ffi aro re ei cy e, maim or boi 3 ig 22 1 x 8" sheathing to each bearin& h6virli aue, face Dail g.:. a,'-'thic 'ne6d., not ;*'structdd.o than 0.61 9.*.Incl Ni5j:::26 Go ionized v I alS f t'tteel . . 8 ` . I . uipment type, size,: and minimum efficiency.. 11 pecify heating ----------- pt) 3 staples 1 314 .-M t .'.*. -1 i a-" * I it6:..:t o0o6ings hw:garage. .. ... n of Ducts a following: gas, propla rn ne or oil water heater Sa Efficient Water Heating 6a: Water heatinqSyste shall include one of th 'or..;crow . ........ Wid cr than I" x 8" sheathing to each 3-8d (2'/2" x 0. 1 13") Locatio Is ead and 23 eoi4l�.'Ath* '2001 th ' s bearing, face nail 4 staples 0/4. IDuct Leakage Coefficient or ele6thc wate heater with minimurn EF at 0.93 AND for both case all showe FUnwnditi.ned Space (0.6 A with minimum EF of 0.62 Floor 24 Joist to sill or girder, toe Dail 3-8d (21L," x 0.1 13") - 25 Rimjoist to top plate, toe nail (roof 8d (21/2" x 0. 1 13 6" o.c, applications also) 26 RimJ , oist or blocking to sill plate, toe raill 8d (21/2" x 0. 1 13 6" o.c, I" x 6 subfloor or less to eachjoist, race 2-8d (21/2" x 0.1 13") -_ . 27 nail 2 staples 13/�, 28 2" subfloor to joist or girder, blind and face 2-16d, (3 1/2" x 0.135") 29 2" planks (plank & beam - floor & moo 2-16d (31/2" x 0.135") at cacti bIntifing N ait each layer as Wows: 32" o.c. at top and botimn and 30 Bult-up girders and beams, 2-inch lurnber 1 Od (3 x 128 staggered. layers .0. Two nails at ends iiid at each splice. _]Ledger F 31 strip supportingioists or raflTm 3-16d (3'/2" x 0.135") At eachjo��Or raft or less, all others at I .0 9 prn or less whe kitchen sink faucets shall be rated at 1.75 gpm 1.10 n tested in accoi Idea ace 'd .,��hndcted*to r,': tigiJi-iletc.- as one a -b dI t' a Sum of UA 276.45 ASMEA112.118.11/CS.A131125.1-0-500 Ivan tin J::j t 12,717 Btu Hour Envelope Heat Load .......... '..'Oas `;�dnt Cdoed Sum of UA X AT dn'ce s n1gi;i,.tmdnU Figure 1. 12,820 Btu Hour Air Leakage Heat Load VolumeX 0.6XATX.018 IAir Leakage + Envelope Heat Loss Building Design Heat Load 25,537, Btu Hour -Which he b.ve Gra Vefit 't- -:c mn" conli --van n h' oi'Ao. .'tb � a ey.-or.. -suc - oc a hii Building and Duct Heat Load 28,091 Btu Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1. 10 aDucts in conditioned space: Sum of Building Heat Loss X I UOTWORK: Maximum Heat Equipment Output. 39,327 Btu Hour 'A' D auc. --sy Building and Duct Heat Loss X 1.40 fbr Forced Air Furnace Ing,. r, uc g:.�:opipp yl I d' t" - " i - I. BU ssX 1.25 fort-leat Pump dding and Duct Heal Lo (07101113) �Eit: FW6K I...... .. . lZMA-LY nrnIR, . r ;an AKF_!-XIMIN*: IV F, di i66d. du�t WEA I WAM5. p y.,w .......... 10, rp na eI15ARRIER _LfV::IW-R00lff - Toil, (continued) 10R- OR STRUCTUR At MEMBERS TABLE R602.3(l)-continued FASTENER SCHEDULE F I . . .1 �;: . VI %, il�" I'FD -A M-W UP 6� W f SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING DESCRIPTION OF FASTEN ERN auppoil . 9 It- e intennediate MATERIALS Cinehes)i (inches) Wood structural panels, subnoor, roof and interioriall sheathing to training and particleboard ivall sheathing to firaining 32 3qI 1 6dcommon(2"x 0.113")naiI(subf1oorwa4)I . 6 129 8d commo n (2 I/i'x 0. 13 V) nail (r000r 33 "/32" 8d common nag (21/71' Y 0. 1 3 V) 6 129 34 I Od corrancin (Y x 0.148') nail or 8d (21/y'x 0.131') deformedrail 6 12 Other wall sheathine 1/21' structural cellu losic 11,11 galvanized roofing rail, 7/i6" crown or 3 6 35 . fiberboard sheathing crown staple 16 ga., I 1/�'Iong 2/32" strmtural cellulosic 13/�, gaMnized roofing wil, 7/16" crown 01' 3 6 36 fiberboard sheati iing crown staple 16 ga., I Ili, long 37 1/21' sheathine 11/2"galvanized roofing nail; staple galvani;u,A, 7 7 gypsurn 11/2" long-, I 11� screws, Type W or S 38 5/8-, sheathing� 13/41, galvanized roofing DA, staple gahranbj�d, 7 7 gypsum 15 /8" long-, 15 /8" Screws, Type.W or S A Wood structural panels, combination subiloor underlayment to framing 39 3/�, and less 6d defortried (2" x 0. 1 20') nail or 8d conymn(21/2"x 0.13P)Mil 6 12 8dcommon(21Tx 0.I3l')nailor 12 7/8,, 8d deformed (2'/i'x 0.120') nail 10dconimon(Yx 0.148')nailor 1 12 41. 8d deformed 0. t2O') nail I A eE— ..• -� ��0..O� Project information Heating System Type: O an other systemsO Heat rump yes rior Prescriptive compliance: Zone 4 Marine wood framed building R402.1.1 no U-Factor or Total UA Equivalent com liance 13402.1.3 / R402.1.4 Opening lazing and Door 9 Ceiling insulation 9 Above Below Grade Floors area U-Factor footnote j Grade .Nall (footnote c) (over Slab on Vortical Overhead a$IC vaulted % of floor W all unheated interior exterior areal Grade area �Jnimtd t1.30 0.50 R-49 or R-38 Adv R-38 R-21 ins. B R-10 R-30 R-10 b R-75 'nf ri id continuous insulation (ci) OR R-13 bait interior with R-5 continuous insulation (ci). cool ion the word "Instructions footnote c--R_2i equlvatent may e ! e g To see detailed Instructions for each se J, place your cursor f Tem Temperature f - f" nofe ---t/auttcd ceiling requirement applicable to single joist or rafter ceiling cavity, not scissor trusses. Designp Instruction - Design Temperature Difference (AT) 46 .. AT = Indoor (M degrees) -Outdoor Design Temp_ Area of Building 0 � 0. Proposed enter values as applicable: Attic vaulted Walls Below Grade Walls Floors Slab component R-49 or R-38 Adv R-38 R21 R21 .. R-10 R-30 R10 values --F3-001 0.500 0.026 0.026 0.056 1 0.042 1 0.064 0.029 0.54 SHEAR WALL'SCHEDULE. T ,Slne;u� N,til S pachi ALLOWABLE SUL, Alt Wfkhl N,nwl .1.01 X3till. Blocking Tleni-Tit' 112 —Des.igusition. Size Edges Studs Plate ��c 'rl. NFL P1-6 8d 611 12,E - 611 Yes 210 PI-4 8d 41, 121, 4.,, yes 310 WA�� 131-3 8d 30 2„ 1i _ 1 3 Yes . 00 r r 1 1 2 i3 d 2 I2 2 •ye s 5 5 12 3 ad 3 l2 311 YesSoo. P2-2 8 d 211 121 311 Yes 105012. 1 Shear Wall Notes: I. P1 - 7/16 A.P.A. ratedPlywood or Orientmed Straka Doard (QS.A.) on one side ofwall. 112 •- 7/16 A.P.A. rated Plywood or Orientated Strand Board (O•S.I3.) on each side of wall: � ��"��k L• ' rr 2. For P1-3, P1-2, P273 & P2�-2 shear wnlis use 3x souls at adjoining panel edges. Nailing shall be staggered, C� C14- 3. Nails shall be 8d common. (d .131 inch) 4. 'Where plywood is installed on both sides ofwall plywood•jaints shall fall or, separate studs each side, ,{ �. 5, f1.1{ panel edges backed v,►itli 2-inch nominal framing for I.''1-6 & 1'1-4 shear 7vtt11, All ��anels edges backed with 3x framing at �• �, PI-3, P 1-2, P2-3, & P2 2 shear walls. Install panels either horizontally oi- vertically.. Space nails a 1.0 iiielaes:on center c(r� � ,,. intermediate supports. "",,� I�� A` . I I 6. .All anchor bolts shall be installed with bat dippe(l galvaniZecl plate. washers. ; �- 7. 'Refer to foundation plan I'or�anchor bolt size, spicing and mudsillh•im connections; PI • STRUCTURAL NOTE- CODE: WALL SHEATHING: , DESIGN IS N ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE SHEATHING SHALL BE 7116 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. . ,f (LB.C.) AS A1v1ENDED BY THE LOCAL BUILDING DEPARTMENT. ' PANEL END JOINTS SHALL OCCUR AT SUPPORTS NAIL PANEL EDGES WITH 8d ,t �; p' NAILS AT 6 INCHES ON CENTER AND 10 INCHES: ON CENTER AT INTERMEDIATE.� 'r LIVE LOADS: . SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS ROOF------- --------- -25PSF .! �. ., FLOOR --------- -------40PSF GLU-LAtti1iNATED TIMBER: LATERAL LAMINATED TLMBER SHALL BE DOUGLAS-FIR/LARCH-KILNI DRYED STRESS tiVND------------------ EXPOSURE B, 851vIPH/110ivIPH(ULT) GRADE COIvIBNATION OF 24F-V4 FOR'S IMPLE SPANS AND 24F= V3 FOR SEISMIC -------------- SITE CLASS D CANTILEVER AND CONTINUOUS BEAMS: � FOUNDATIONS: u nn� ear �Y. �,.T„_ r tv P"UIVIUmt Ur- 0-3/4 UALLONS OF WATERPER94# SACK OF ' PROVIDE FULL DEPTH BLOCK FOR JOIST AT THE SUPPORTS:. FLUSH BEAMS CEMENT. SPECIAL INSPECTION REQUIRED. MAX12v1UM SIZED AGGREGATE IS (FB) AND HEADERS NOT CALLED OUT ON THE PLAINS SHALL BE (2)2X$: ALL 1-1/2 INCHES. MAXIMUM SLUMP IS 4 NCHES. ALL PHASES OF WORK PERTAINING ' VERTICALLY LAMINATED COLUMN.A S AND HEADERS SHALL BE SPIKED TO THE CONCRETE CONSTRUCTION SHALL CONFOIt&f TO BUILDING CODE TOGETHER WITH 16d NAILS SPACED: AT 6 INCHES ON CENTER. REQUIREMENTS FOR REINFORCED CONCRETE.- ALI, REINFORCING STEEL, . DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED I t POSITION BEAPJNG WALL FRAYING: PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL ALL DOOR AND WINDOW HEADERS NOT *CALLED. OUT ON THE ' PLANS SHALL BE PLATES TO FOUNDATION WALLS TO BE 5/8 NCH DIAMETER 2 2 � WITH 7 NCH O X8 HEM-FIRm� WITH ONE CRIPPLE AND ONE STUD AT EACH. END FOR ivlNI,b1UM EMBEDMENT INTO CONCRETE AND MAX NaJ-k SPACING OF 2 FEET ON OPENINGS 4 FEET WIDE OR LESS. ALL COLUiYiNS NOT CALLED. OUT ON THE CENTER'. MINIti1UM 2 BOLTS PER SILL PLATE PIECE, ONE BOLT TO BE PLACED PLAINS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 NCHES ON WITH IN 6 INCHES OF EACH END OF THE SILL PLATE, DIPPED GALVANIZED CENTER: PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONNECTORS SHALL CONFORM TO AST1vI STANDARD 153 AND HOT DIPPED CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND. DOUBLE TOP GALVANIZED CONNECTORS SHALL CONFORiti1 TO ASTIVI A653M CLASS G-185. PLATE. END NAIL TOP PLATES AND BOTTOM.PLATESTO EACH STUD WITH 2-16d . STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d_NAILS AT 10 INCHES Oi`I-:-t-f L SINIl'SONPRODUCT FINISHES CORRESPONDINGTO'I'HESE REQUIREMENTS ARE CENTER. LAP AND FACE NAIL PLATES WITH 2-16MAILS AT EACH'SPLICE, C.s? Z1vfAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FA.STNERS CORNER INTERSECTION. STAGGER SPLICES A MIiVTivlCTiv1 OF 48 INCHES. . FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL RR " <,.�. iv.vlt iv r.Cwi�.l.l:tilllll'I:. ;RVV.0 1tCUI. Jr,J'. ^�- J • •: -MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION : SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE MEETING B I.C. 'I 69 S BY CRSI: DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A= :.'TABLE 1607.1 FOOTNOTE i - • 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE 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 (2'70" V •� BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL' BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS ' �� t�°� �" ` '• a NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER:, ILL CONCRETE CONCRETE CAST AGAINST EARTH J 3 INCHES > ",,� j � . � , • CONCRETE EXPOSED TO EARTH OR WEATHER:"' ." - I ►-•' : t '�'� -=� (j } ^:} j ' j 46 THROUGH #18 BARS 2 INCHES C22)�. r #5 BAR AND SMALLER 1-1/2 INCHES �✓bJ I�1 L � y l � rr d G i al - STRUCTURAL STEEL:. ' STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 fy=36000PSI. ALL WELDING - SHALL BE N CONFORMANCE WITH AS-Tv1 AAW ND 1 S STANDARDS AND SHALL BE . - , PERFORMED BY WABO CERTIFIED WELDERS. - - aLo` • �i - STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO W4VPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD N CONTACT WITH CONCRETE { •� a SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2---- =------- -----Fb=850 PSI 2X ROOF RAFTERS HE1vI-FIR#2----=--------- ----Fb=850 PSI 4X BEAMS' DOUG-FIRILAIZCH #2-=--Fb=850PSI ;.,r,� �„ `,': J ? •• _ ,, 6X BEAMS DOUG-FIR/LARCH #2----Fb=850PSI LUMBER NOT NOTED HEM -FIR #2------------------ Fb=850 PSI f MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL - J HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES-.; SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 IrjCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS,. NAILING SHALL BE N ACCORDANCE WITH THE CURRENT =I i I -ell r�fw 4- I.B.C. SCHEDULE. -FLOOR SHEATHING: SHEATHING SHALL BE 3/ NCH TONGUE AND GROOVE A.P.A. RATED SHEATHING, SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMONN NAILS AT 6 INCHES. ON y CENTER AT SUPPORTED. PANEL EDGES AND 10 INCHES ON CENTER AT — INTERIMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE'. JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE, 76. r-frH 00,4