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Home My WebLink AboutPermit D16-0165 - DOAK HOMES / LOT 10 - NEW SINGLE FAMILY RESIDENCEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D16-0165 DOAK HOMES - LOT 10 5027S122 ND LN RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 62 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); which protects attorney-client privileged RCW RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. DOAK HOMES - LOT 10 5027 S 122"D LN D16-0165 � City of Tukwila • Deparrment 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 Parcel No: 0179001865 COMBOSFR PERMIT Permit Number: D16-0165 Address: 5027 S 122ND LN Issue Date: 4/5/2018 Permit Expires On: 10/2/2018 Project Narne: .DOAK HOMES - LOT 10 , ` a ' • . K. � � Owner: "+ , � ` . • , • -; . . � , . . �r Name: ` DOAK HOMES INC Address: 11812 26TH AVE SW , BURIEN, WA, 98146 Contact Person: Name: DARRYL DOAK SR Address: 11812 26TH AVE SW , BURIEN, WA, 98146 Contractor: Name: DOAK HOMES INC Address: 11812 26 AVE SW , SEATTLE, WA, 98146 License No: DOAKHI*092NZ Lender: Name: DOAK HOMES INC Phone:(206)246-6587 Phone: (206) 246-6587 Expiration Date: 8/13/2019 Address: 11812 26 AVE SW , SEATTLE, WA, 98146 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,500 SQ FT SINGLE FAMILY RESIDENCE WITH 325 SQ FT ATTACHED GARAGE. Project Valuation: $181,875.10 Fees Collected: $46,269.91 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition; International Mechanical Code Edition Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: 2015 National Electrical Code: 2015 WA Cities Electrical Code: 2015 WAC 296-466: 2015 WA State Energy Code: 2015 2017 2017 2017 2015 Channelization/Striping: Curb Cut/Access/Sidewalk: 1 Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 40 Fill: 20 Landscape Irrigation: Sanitary Side Sewer: Number: 1 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: Date: / � I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: � t Date: C: " � Print Name: � � � This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: 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. 3: 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. 4: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 5: Any material spilled onto any street shall be cleaned up immediately. 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 7: 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. 8: 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. � City of Tukwila ' Department of Public Works + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 '' ` Phone: 206-433-0179 Fax:206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 0179001865 Address: 5027 S 122ND LN WATER METER INFORMATION Permit Number: Issue Date: Permit Expires On D 16-0165 4/5/2018 10/2/2018 Applicant: DOAK HOMES - LOT 10 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,500 SQ FT SINGLE FAMILY RESIDENCE WITH 325 SQ FT AITACHED GARAGE. METER #1 METER #2 METER #3 Water Meter Size: .75" Water Meter Type: PERM • Work Order Number: 21640121 Connection Charge: Installation: Plan Check Fee: Inspection Fee: Turn on Fees: Subtotal: Cascade Water Alliance (RCFC): $60.00 $490.00 $10.00 $15.00 $50.00 $625.00 $6,005.00 TOTAL WATER FEES: $6,630.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 9: 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. 10: The house fire sprinkler system shall be designed by a Fire Sprinkler System Designer. Designer shall verify in writing to the Public Works 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. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW-THROUGH SYSTEM. Coordinate with Public Works Project Inspector. 11: The Land Altering Permit Fee is based upon an estimated 40 cubic yards of cut and 20 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. 12: ***BUILDING PERMITCONDITIONS*** 13: 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. 14: 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. 15: 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. 16: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18: All wood to remain in placed concrete shall be treated wood. 19: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 20: 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. 21: 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. 22: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shail 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. 23: 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). 24: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 25: 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. 26: 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. 27: ***MECHANICAL PERMIT CONDITIONS*** 28: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 29: 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. 30: Manufacturers installation instructions shall be available on the job site at the time of inspection. 31: 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. 32: 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. ' 33: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 34: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 35: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 36: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 37: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 38: 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. 39: 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. 40: 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. 41: 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. 42: 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. 43: 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. 44: 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. 45: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 46: 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 48: New and existing buildings shall have approved address numbers, buiiding 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) 49: 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) 50: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTtONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFIOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 0201 0202 0200 0409 0708 2000 0606 8004 5040 0502 0703 1800 0608 0609 1500 1900 1600 0401 0603 9002 0701 8005 5070 0602 0704 0702 5090 0412 9001 FIRE FINAL FOOTING FOOTING DRAINS FOUNDATION WALL FRAMING GAS FIREPLACE INSERT GAS PIPING FINAL GLAZING GROUNDWORK LAND ALTERING LATH/GYPSUM BOARD MECH EQUIP EFF MECHANICAL FINAL PIPE INSULATION PIPE/DUCT INSULATION PLANNING FINAL PLUMBING FINAL PUBLIC WORKS FINAL ROOf SHEATHING ROOF/CEILING INSUL ROUGH-IN GAS PIPING ROUGH-IN MECHANICAL ROUGH-IN PLUMBING SANITARY SIDE SEWER SLAB/FLOOR INSUL SMOKE CONTROLTEST SMOKE DETECTOR TEST STORM DRAINAGE UNDERFLOOR FRAMING UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHIN6/SHEAR 5130 WATER METER - PERM CITY OF TUK '.A Community Develop...�nt Department Public Works Department Perrnit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:%,'�� i��v. 1�uk�� ilaWA.�7oy Combinatio►. _ ermit No. � 1 �'" �� Project No.: Date Application Accepted: � -'�' � �Q Date Application Expires: �`�—�7 —� � use COMBINATION PERMIT APPLICATION — NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. � �%� % i� Applications will not be accepted through the mail or by fax. **please print** S1TE LOCATION King Co Assessor's Tax No.: 0�% 9�� B�S Site Address: J ��/ �� o� o� N�C � flN@ PROPERTY OWNER Name: ' � Iam � � G Address: /` cr7� 2_� 6��,e S'� �f% I / d City: � r.p� State: J� )� Zip p�� K/ O CONTACT PERSON — person receiving all project communication Name: �A�R � l BA� c.�/'� � Address: �/��z _ � � j�Lp .�� W City: j� r r P� State: �� Zip:(�O�y / f� o d Phone ��% `� �6 '�s$ Fax: oi �V� y/' s—�� U Elnail: ��f% L!% .��/�%�j0� PS ��r %1'%/f�� ARCHITECT OF RECORD Company Name: � A��S- .(�C1'P�„�ON �PS, r �/ Architect Name: C-�� y��s,o� %� Address: � / � � y�f �/� (� f � S,� e b � �'I [/ City: L /v/Le.t�ooe{� State:�� ziP�98f3t� Phone:f/'��— / / fl '6 �yG' � � �7 / / Email: F1.1Applications\Forms-Ap�Slications On Line1?011 Applications\Combination Permit Application Revised 8A-I l.docz Revised. August 2U11 Page 1 of 4 bh PROJECT INFORMATION — Valuation of project (contractor's bid price): $ � Scope of work (please provide detailed information): �ON Sf �` �c.G7<<Gy�i o /��OC� � S/�?/Si�E' `��4 �vt.i iy rPs � c��Piv t� c.0 1�7��t A��G��°� C'�1��f�� DETAILED BUILDIIYG INFORAMTION — PROPOSED SQUARE PROJECT FLOOR AREAS FOOTAGE Basement 15' fl oor (� ✓� � �" floor r_, � ..� Garage (� carport ❑ Deck — covered �" uncovered ❑ / ,� Total square footage Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system iristalled 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: o v Value of inechanical work $�� G � fuel type: ❑ electric � gas � furnace <I OOk btu / appliance vent _,,� ventilation fan connected to single duct _� thermostat � wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: / �� Value of p[umbing/gas piping work $ �9 � bathtub (or bath/shower om bidet �_ dishwasher floor drain �_ lavatory (bathroom sink) _� sink � water heater (gas) lawn sprinkler system H:Wpplications�FormyApplications On Line\2011 Applicxtions\Combination Permi[ Application Revised 8A-I I.docx Revised: August 201 I bh � clothes washer shower � water closet � gas piping outlets Page 2 of 4 '° �UBL{C WORKS PERMIT INFOR. .TION — � Scope of work (please provide detailed information):�p�^o �i �P ��v� !� �fPriiVq � vc��C�c,p S�(`� !.� i� i� t°Y' S'C'/�L�� C 1� _ S P li.9�2 ��'r/i9 �%/�AiirJ/� mE' 7�c� Y/EC� /v cGc.� S'�it, c;/� �� Call before you Dig: 811 �— Please refcr to Public Works Bulletin #1 for tees and estimate sheet. � WATER DISTRICT ,�.. Tukwila ❑... Water District # 125 ❑... Highline ❑.. Letter of water availability provided SEWER DISTRICT �".. Tukwila ❑ ...Valley View ❑... Renton ❑.. Sewer use certificate ❑...Letter of sewer availability provided ❑ .. Renton ❑ .. Seattle SEPTIC SYSTEM: ❑.. On-site septic system – for on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): � Civil Plans (Mazimum Paper Size – 22" X 34") ❑.. Technical Information Report (Storm Drainage) ..�. Geotechnical Report ❑.. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO} ❑ ...Hold Harmless – (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑.. Right-Of-Way Use - Potential disturbance ❑...Construction/I;xcavation/Fili - Right-of-Way...❑ -or- Non Right-of-Vday.. ❑ ❑ .. 7'otal Cut _� Cubic Yards ❑.. 7�ota1 Fill ;� Q Cubic Yards ❑... Work In Flood Zone .�.. Storm Urainage �.. Sanitary Side Sewer ❑... Abandon Septic "fank ❑.. Cap or Remove Utilities ❑... Curb C;ut ❑ .. Frontage Improvements ❑... Pavement Cut ❑.. Traffic Control � ❑... Looped Fire Line �.. Permanent Water Meter Size ............... :� WO # ❑.. Residential Fire Meter Size ................. " WO # ❑ .. Deduct Water Meter Size ..................... " ❑ .. Temporary ��ater Meter Size .............. " ��n # ❑.. Sewer Main Extension .....................1'ublic ❑- or - Private ❑ �".Trench Excavation �..Utility Undergrounding ❑ .. Backflow Prevention - Fire Protection ' Irrigation Domestic Water ❑.. Water Main Extension Public ❑- or - Private ❑ FINANCE INFORMATION — 7'HIS 1NFORMATION IS REOUIRED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer MONTHLY SERVICE BILLING TO: Name: Mailing Address: WATER METER REFUND/BILLING: Mailing ❑ .. sewage treatment Day Telephone: City Day Telephone: City State Lip State Zip H:\Applications\Forms-Applications On Line�201 I Applications\Combination Permit Application Revised A-9-1 I docx Revised: August 201 I Page 3 Of 4 bh PERMIT APPLICATION NOTES — . _ _..'LICABLE TO ALL :PERMITS IN THIS _ 'LICATION — --� ' ' � 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 OW ER OR Signature: � Print Name: %L .�_ Mailing Address: !� O � r� o ENT: Day Telephone: � d � a �d `6�� i.� ��! Y� �� Gity State Zip H.\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised S-9-1 l.docx Revised n��s� zoi i Page 4 of 4 bh � • � � � • • � ' � � PermitTRAK $44,676.04 D16-0165 Address: 5027 S 122ND LN Apn: 0179001865 $44,606.42 0.75 INCH $6,630.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00 METER/INSTALL DEPOSIT 6401.245.100 0.00 $490.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.�0 $10.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 WATER TURN-ON FEE R401.343.405.00.00 0.00 $50.00 CASCADE WATER ALLIANCE 6640.237.500 0.00 $6,005.00 DEVELOPMENT $2,179.10 PERMIT FEE R000.322.100.00.00 0.00 $2,174.60 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FI RE 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.Q0 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,254.88 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $108.75 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $108.75 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 SEWER SERVICE FEE $20,400.00 SEWER ALLENTWN/RYAN/FOSTER PT R402.379.004.00.00 0.00 $20,400.00 TECHNOLOGY FEE $137.39 TECHNOLOGY FEE R000.322.900.04.00 0.00 $137.39 WATER SERVICE FEE $11,216.05 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $11,216.05 EL18-0326 Address: 5027 S 122ND LN Apn: 0179001865 $69.62 ELECTRICAL $66.30 PERMIT FEE MISCELLANEOUS R000.322.101.00.00 0.00 $66.30 TECHNOLOGY FEE $3.32 TECHNOLOGY FEE R000.322.900.04.00 0.00 $3.32 Date Paid: Thursday, April OS, 2018 Paid By: DOAK HOMES INC Pay Method: CHECK 9215 Printed: Thursday, April 05, 2018 10:50 AM 1 of 2 �� __ SYS7EM5 Date Paid: Thursday, April 05, 2018 Paid By: DOAK HOMES INC Pay Method: CHECK 9215 Printed: Thursday, April 05, 2018 10:50 AM 2 of 2 .__ �� . ,� SYSTEMS � � � � � � � � ' + � PermitTRAK $8,676.59 D16-0161 Address: 5008 S 122ND LN Apn: 0179001858 $1,790.57 DEVEIOPMENT $1,540.57 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,540.57 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 D16-0162 Address: 5009 S 122ND LN Apn: 0179001862 $1,779.52 DEVELOPMENT $1,529.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,529.52 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 D16-0163 Address: 5015 S 122ND LN Apn: 0179001863 $1,663.49 DEVELOPMENT $1,413.49 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,413.49 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 D16-0164 Address: 5021 S 122ND LN Apn: 0179001864 $1,779.52 DEVELOPMENT $1,529.52 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,529.52 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 D16-0165 Address: 5027 5 122ND LN Apn: 0179001865 $1,663.49 DEVELOPMENT $1,413.49 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,413.49 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 � � ' � � : • . . . . . • . Date Paid: Monday, June 20, 2016 Paid By: DOAK HOMES INC Pay Method: CHECK 9011 Printed: Monday, June 20, 2016 11:16 AM 1 of 1 ��Y�!�� .- l� SYSTFMS INSPECTI(aN RECORD � �� Retain a copy with permit �ld INSPECTION N0. PERMIT N0. �ITY 4F TUKWII.A BUILDiNG DIVISION 6300 Southcenter Slvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit fnspection Request Line (206) 438-9350 � Approved per applicable codes. � Corrections required prior to approval. � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 630d Southcenter Blvd.. Suite 100. CaU to schedute reinspettion. INSPECTION REGORD Retain a copy with permit ��7 � O(� INSPEtTION N0. PERM(T N0. CITY OF TUKWIL.A BUILDING DIVISION 6300 Southcen#er Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ss: io: 0 �Approved per applicable codes. � Gorreciions required prior tn approval. COMMENTS: i�- � � REtNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. 5uite 100. Catl to schedule reinspection. INSPECTION RECORD Retain a copy wit� permit �� O INSPECTION N0. PERMIT . GITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, 7ukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required prior to approval. ns pector: � REINSPECTION FEE REQUIRED. Prior to next inspec#ion, fee must be paid at 6300 5outhcenter Blvd.. Suite 100. Catl to schedule reinspection. iNSPECTION RECORD � �y' Retain a copy with permit �b Ol6S INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � REINSPECTION FEE REQUIRED. Prior ta next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. INSPECTION RECORD Retain a copy with permit D%� �� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43t-3670 Permi# Inspection Request Line (206) 438-9350 ett: n: ddress: ' Oate Jt02 �% � /�i N', � t.c� ,�....s-c_ /Z -/7- G�un/L��L Requester: pr�oved per applicable codes. � Gorrections required priar to approval. �JL � �� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTI(�N RECORD O � Retain a copy with permit �� `�'� IN EC N0. PERMIT N0. CITY �F TUKWILA BUILDING DIVISI�N , 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicabEe codes. � Gorrections required prior to ap�proval. � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., 5uite 100. Call to schedute reinspection. 1NSPECTION RECORD �� Retain a copy with permit ��l6Jr INSPECTION N0. PERNiIT N0. CiTY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �inspettor:��-M �+^� �Date: � _ Z g. �`� I �a� r � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Sou#hcenter Blvd.. Suite 1 U0. Call to schedute reinspection. - 1NSPECTION RECORD ��`Q�� Retain a copy with permit INS ION N0. PERMIT N0. CITY ()F TUKWII.A BUILDING DIVISION � 6300 Southcenter Bivd., #100, Tukwila: WA 98988 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � REINSPECTION FEE REQUIRED. Prior to nex# inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspecfian. INSPECTION RECORD ��0�� Retain a copy with permit INSP CTION N0. PEiiMIT N0. CiTY �F TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila. WA 98788 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � REINSPECTION FEE REQUIRED. Prinr ta next inspection, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �� Retain a copy with permit p� ��5 INSPECTION N0. PEftMiT N0. CITY OF TUKWILA BUILDING DtVISI�N � 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 � IZL ctions: Lo� #-�-� Appr�oved per appiicable codes. pector: e oi Inspection: r�1� l�e, % 3 9� �(+ a.n i. r �. (�'�Y7 p-m. � Corrections required prior to approvaf. �1 � REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be paid at 6300 Southcenter Btvd., Suiie 100. Call to schedule reinspec#ion. 1NSPECTI4N RECORD Retain a copy with permit p��-b EbS INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcen#er Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proiect: �Ae af Inspection: � w . Lo� � � � Ndlt LP�7: d. t71. " '� — 7 �� P.m. -`37Z- Z2� proved per applicable codes. � Gor�ections required prior to approvaf. 0 � i� �i ��'� i ��d � REINSPECTION FEE R£QUIFiED. Prior to next inspe�iion, fee must be paid at 6300 Southcenter Blvd,. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy wifih permit ��0 `�� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 43i-3670 Permit inspection Request Line (206) 438-9350 (Inspector: �� _ luate: � � � �, � � � � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedute reinspection. 1NSPECTION RECORD Retain a copy with permit — e�� INSPECTIQN N0. PERMIT N0. CITY OF TUKWIL.A BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-367Q Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Corrections required prior to approvai. � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 630d Southcenter Stvd., Suite lOQ. Call to schedule reinspectian. 1NSPECTION RECORD Retain a copy with permit ��'�� INSPECTION N0. PERMIT N0. CITY �F TUKWtL.A BUILDING DIVISION � 6300 Southcenter Bivd., #100, 7ukwila. WA 98188 (206) 431-3670 Permit Inspectian Request Line (206) 438-9350 � Approved per appiicabie codes. � Corrections required prior to approval. � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd.. Sui#e TOD. Call to schedule reinspection. � 1NSPECTION RECORD Retain a copy wit�h permit ��v' Q�� INSPECTION N0. PERMfT N0. CtTY OF TUKWII.A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 9818$ (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �� Type ot inspection: o ��S -��/0 5 5 � S s: Date Called: �� iaa�, sa� Instructions: Date Wanted: 5 �.3 Requester. Phone No: per applicable codes. � Corrections required prior to appraval. COMMENTS: � � REINSPECTION fEE REQUIFiED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 OQ. Call to schedute reinspection. � 'J� � �I� ��,r�U�t� y �3 y„ 1 P5f �� u t� C ��? . f� 7-�e �i . .�-�� , � � �� e,�-� l� �� /� � � �.J�,�`�� '�� r � � . % P � ; �/Za _ � ,e�. , � � d� �� , � �� ? � � � � �� ,�e� �r � �' � f,, ��..�� ;/ C' ( / - y-,(� � �, � , t�r � i�'� ��C �� 9 �,�j� t,� `�'� ' � � ��r, P�� % /� f i,�9 � j,tyC� � vC � �,�.v�'�-�' �,� yx?�� a y-� L`d�%fPG.�fi ��`t'�r�`� u � .� z f � t �� t � �icl,if o 2_ A�(`�' S/ � `-��' � � � � f� ��j�� G ' �-. � �� I ° _T�Q �c? � ° ='� � , �� ' 1�� t �-.y:... s.�- - - -� - �- .�,��,� � � ....... �,. ��°�'�� u � � � � � �� ``��-.�...�._.. _ �_ << � �i � �� . � � �� z � �� .: ,� �.� '� ��' . : .��.� �.� �w �� ,� � � �,� ,. �„� �� 1NSPECTION RECORD Retain a copy with permit ��va� � INSPECTIQN N0. PERMIT N0. CITY OF TUKWILA BUIIDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98788 (2d6) 431-3670 Permit Inspection Request Line (206) 438-9350 QApp�oved per appiicable codes. � Corrections required prior to approval. COMMENTS: � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 630Q Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSP Retain INSPECTION N0. �CTION RECORD a copy with permit fl�6��5 PERMIT N0. CITY �F TUKWILA BUILDING DIVISION . 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 43t-367Q Permit fnspection Request Line (206) 438-9350 � REINSPECTlON FEE REQUIRED. Prior to next inspection, fee must,be paid at 6300 Southcenter Btvd., Suite T00. Call to schedute reinspection. iNSPECTION RECORD � Retain a copy with permit � � 6' ��05 INSPEtTION N0. PERMIT NQ. C�TY 4F TUKWILA BUILDING DIVISION - 6300 Soufihcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspectian Request Line (206) 438-9350 -3 - Zv � RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Calt to schedule reinspection. ::'��'- iNSPECTION RECORD 2 Retain a copy with permit ��— �l � INSPECTION N0. PERMIT N0. CITY OF TUKWII.A BUILDING DlVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required p�ior to approval. jinspector: � O n / nM...��^ IDate:� _�.�O��j � ��► �� i�Ow � � REINSPECTION FEE REQUIREp. Prior to naxt inspection, fee must be paid at 6300 Southcenter Blvd.. Sui#e 100. Catl to schedule reinspection. INSPECTION RECORD � Refain a copy with permit ��o �)� INSPE ION 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 �Inspector: �t( ) /J / �.�-� , Iuate: �� ,/I V (/ ( ,( � >f � REINSPEC710N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 5outhcenter Btvd., 5uite 100. Call to schedute reinspectian. CITY OF TUKWILA Permit Center/Building Division: Community Development Department 306-431-3b70 Permit Center Public Works Department: 6300 Southcente� Blvd., Suite 100 " 206-433-0179 Tukwila, WA 98188 ,..,� Planning Division: _ 206-431-3670 �� Project Name: RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM (Complete Sections I and II for Group R Occupancies 4 Stories or Less) MECHANICAL PERMIT APP.LICATtON NO.: � O BUILDING PERMIT APPLICAT'ION NO,: � � � G Site Address• �� f%/ ��_Z � �/� �` �,� P I. WASHINCTON STATE ENERGY CODF �HEATING._DESICN JNETHOD (select A, -B or C below): � A. � .� 0 System Analysis -- W:S.E.C. Chapter 4{subinit documentation) ❑ ComaonentPerformance Approach — W.S.E.C. Chapter 5(submit documentation) (� Prescr�tive Option — W.S.E.C. Chapter 6(for prescriptive, complete the following calculation): House Square Footage (heated space): i`� �' �' . X 20 BTU/h _ �C' G'L"L� Maximum BTU of � Heating System Installed, (check system type below): 1. ❑ Eiectric Resistance 2. ❑ Electric (forced air) � 3. .�, Other Fuel gas eat pump) WASHINGTON.STATE VENTIIATION AND WDOOR AIR OUALITY CODE (select A o� � `��'�.��FOR APPROVEDNCE �1�L Q �. 2�316 . � �i af iukwila BUI�NG DIVIS1t�� Ventilation bv Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 {select one of the following�: 1. ❑ Ventilation using ExhauSt Fans (Secfion 303.4.1 J ' ❑ Exception for outdoor aic inlets — Forced air heating system w/interior doors undercut Yi" 2. 3. 4. 0 Ventilation integrated with Forced Air System (Section 303.4.2.) ❑ Ventilation using Supply Fan (Section 303.4.3.) ❑ Ventilation using Heat Recovery System (Section 303.4.4.) ❑ Prescriptive Minimum/Maximum Outdoor Air Calculation specified in Table 3-2 (see reverse side of form). 1. House Square Footage: %��Q l� 2. House Number of Bedrooms: � RECEIVED 3. Required Outdoo�Air Table 3-2: Minimum -�� cfm CITY OF TUKWVILQ Maximum = r / '� cfm EHedive: 7/1/p2 �PPl�alionslheatiAp antl veMdation syatem — fprm h.8 (7-ypp2) JUN 2 0 2016 PERMfT CENTER �. :1 ,: ..- , �; �o � �� '1, T.L.SCHRIEVER, PE, PLS, CE5CL LAND DEYELOPMENT ENGINEERING -i�j�j, 14525 -148th Avenue NE (Suite 132) Woodinrilie, WA 980M �206j 669-5218 off (425) 489.4168 fa: t@civlisiteplan.com \1v1 - � r�, �--� r - --� `.�I , I _j ' , 1 _ J �. ._ �_- � �-__� Doak Homes, Inc. .. - , t„�.�.,�,�.,�- _ _... 1 I 812 26`� Avenue S W `'"` �n� �� Burien, VJA 98146 � RE: GEOTECHNICAL EVALUATION REPORT FOR RESIDENTIAL BUII�DING FOUNDATION Lots 2 through 10, Doak BLA L08-0404 (515' Place S.) November 18, 2013 INTRODUCTION This report presents the results of our research and investigation of the above described site, The purpose of this study was to investigate subsurface soils to provide recommendations for the design of residential building foundations. PROJECT DESCRIPTION The subject project includes nine single family residential buildi�ig lots that vary in size from 2500 sq. ft. to 4386 sq. #�. The site is loc�.ted between 513` Place S. and 50`� Avenue S. just north of South 124'� Street. See Figure 1€or a Vicinity Map and Figure 2 for Soil Test Hole Lo�atians and lot layout. STTE RECONNAISSANCE The project site has been recently cleared and a new access roadway constructed. Excavated soils may have recently been placed on some of the lots to depths of approximately 2 feet. The easterly half of the site appears to have been covered with 2-4 feet of imported fill material more than 10 years ago. The site generally slopes to the northwest on an average grade of agproxirnately 2%. No surface water was observed on the site. SUBSURFACE EXPLURATION The soils on the site were explored by excavation of test holes with a backhoe at the locations shown on the attached Figure 2. The soil survey was performed on January 17, 2008. The soil stratification encountered was as follows: TP l: 0-3' Brown/grey'silt loam 3-9' Grey Coarse �sand, loose, dry REGEIVE� C1TV OF TUKINILA JU�! 2 Q 20SS r��iiviii i;�t�TCR TP 2: 0-3' Brown/grey silt loam 3-6' Grey/brown fine sand 6-9' Greylbrown medium sand CITY OF TUKWILq Page 1 of3 NOV � p 201; ��y , . z.�. �« � C , �� T.L.SCHRIEVER, PE, PLS, CESCL tAND DEYELOPMENT ENGINEERING `� 14525 • 148ih Avenue NE (Suite 132) Woodinvtlie, WA 98072 (406) 669•5218 off (425) 489.4t68 fax t@civilsReplan.com TP 3: 0-3' Brown/grey silt loam 3-5' Grey/Brown fine sand, loose, roots 5'-9' Brown medium sand, loose TP 4: 0-3' Brown/grey silt loam 3-8' Brown fine-medium sand with silt lenses TPS: 0-5' Fill 5'-9' Grey silty sand with roots TP 6; 0-4' Brown/grey silt loam (fill) 4'-b' Grey Silty �ne sand 6'-9' GreyBrown Fine Sand TP 7: 0-5' Brown/grey silt loam 5-9' Brown medium sand, loose 9'+ Wet In our subsurface exploration we determined that the soils on the site are generally alluvial soils consisting of �ne-medium sand with silt lenses to depths greater than 8 feet. The depth to the winter season water table or restrictive layer is esrimated to be greater than 8 feet below the ground surface. CONCLUSIONS AND RECOMMENDATIONS The new residences on the site may be supported on conventional continuous and spread footings bearing on the native soils or structural fill. Exterior footings should be bottomed at a minimum depth of twelve inches below the lowest adjacent outside �nish grade. Interior footings may be at a depth of six inches below the top of the floor slab. Footings founded on competent native soils may be designed for an aIlowable bearing capacity �,, of fifteen hundred (1500) pounds per square foot. The foundation walls should be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of thirty-five (40) pounds per cubic foot. Laterat loads due to wind or seismic forces may be resisted by friction between the foundations and the supporting subgrade. A coefficient of friction of 0.40 may be used between the structural foundation concrete and the supporting subgrade. The passive resistance of the undisturbed natural soiis may be taken as equal to the pressure of the fluid having a density of three hundred fifi.y (350) pounds per cubic foot. • The wall pressures apply only for a maximum wall height of ten feet. It is assumed that no hydrostatic pressures act behind the wall and that no surcharge slopes or loads will be placed above the walls. If swcharges are to be applied they should be added to the above lateral presswes. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be weil- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Page 2 of 3 � �'>;�r�: �: �,�.�.�..�i� �� T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELQPMENT ENGINEERING �i1�� 14525 -148th Avenue NE �Suite 132J Woodinviile, WA 98072 (206j 669•3218 off j425) 489.4168 fa: t@civitskeplan.tum L�� Based on the above design criteria, it is anticipated that the total sett(ements of the footings founded on the native sandy soils will be less than 1 inch, with differential settlements of one-half inch or less. Slab on-grade floors may be supported on the native soil subgade or on structural fill. Excavation slopes should not exceed the limits specified in local, state, and national government safety regutations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. However, vertical cuts should not be made along property boundaries, or existing utilities and structures. Based upon Washington Administrative Code (WAC) 296, Part N, the soil at the subject site would generally be classified as Type B. Therefore, temporary cut siopes greater than 4 feet in height cannot be excavated at an inclination steeper than I:1 (H:V), extending continuously between the top and the bottom of a cut. Groundwater exiting cut faces can result in rapid destabilization of the cut. If grourtdwater is encountered in any of the cuts, we recommend consutting with the geotechnical engineer prior to proceeding. Drains, rebuilding the cut with quarry rock, or temporary shoring could be required to maintain the stability of temporary cuts that encounter groundwater. DRAINAGE CONSIDERATIONS When the residence foundation bottom is less than 36 inches below the original and finished ground surface, foundation drains may not be necessary because the normal groundwater table appears to be greater than 48 inches deep. When the foundation is greater than 36 inches below the ground surface, we recommend that foundation drains be placed at the base of all foundation/earth-retaining walls. These drains should be surrounded by at least 6 inches of 1 inch-minus, washed rock and then wrapped in non- woven, geotelctile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of any slab or crawlspace floor, and it should be sloped for drainage. When foundation drains are not installed, we recommerid a geotechnical engineer inspect the foundation excavation to verify the soil/water table conditions. USE OF THIS REPORT AND WARRANTY This report was prepared for the Doak Homes, Inc. for use in planning and design of this project. Ow report is based on observarions of the soils exposed in the test holes and by visually observing the surrounding area. This report should be considered a limited evaluation of existing conditions, and our report conclusions and interpretarions should not be construed as a warranty of subgrade conditions. Vilithin the limitarions of scope, schedule and budget for our services, we have striven to take care that out work has been done in accordance with generally accepted practices followed in this area at the time this report was prepared. No other condirions, expressed or impiied, should be understood. Sincerely, Timothy L. Schriever, PE Enclosures: 1. Assessor Map showing site 2. Soil L�g Location Map. .., , , � or3 Page 3 of 3 .,.�:; �J i : , W DaAK VILLAGE �REEN VI C INITY MAP N S E � \� � :cnvrr� � �� SITE PLAN sc�: , `_, oo' 0 � PORTiON OF . NE 1/4. SE 1/4, SECTION 10. T23N. R4E, W.M. CITY OF TUKIMLA� KING COUNTY, WASHtNGTON TAX PARCEL N0. 0179001855 ''� { � ., F�, i� � � . � 1r-` � ,'_ r�,. _;_ J'�'W i� �'4 �C �: ,''y o � ��' Z a �- �� . �� z :2908 6/28/2019 City of ukwila Depa�tment of Community Development DARRYL DOAK SR 11812 26TH AVE SW BURIEN, WA 98146 RE: Permit No. D16-0165 DOAK HOMES - LOT 10 5027 S 122ND LN Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 8/21/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 8/21/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sinc ely, a�c.�� ,��c�) Ka dace Nichols Permit Technician File No: D16-0165 6300 Southcenter Boulevard Suite #100 � Tukwila, Washington 98188 • Phone 206-431-3670 • Fax Z06-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 22, 2017 Darryl Doak, Sr. 11812 26�' Ave S W Burien, WA 98146 RE: Request for Extension #3 Permit Application Number D16-0165 Dear Mr. Doak, This letter is in response to your written request for an extension to Permit Application D16-0165. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through June 20, 2018. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Technician File: Permit No. D 16-0165 Tukwila City Hatl • 620U Southcenter Boulevard • Tukwila, WA 98188 • 306-433-1800 • Website: TukwilaWA.gov November 16, 2017 City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Mr. Bill Rambo, Permit Technician Re: Application No. D16-0165 Doak Homes — Lot 10 — 5027 S. 122"d LN, Tukwila, WA Dear Mr. Rambo, We would like to request extension of permit application number D16-0165 for the work proposed by Doak Homes Inc, which is due to expire on 12/20/17. We currently have shortage of available funds for this last lot in this development. However, we are hoping to obtain construction loan to complete this development as quickly as possible. This is also to inform you that the plan review has been completed as required on this permit application. We were advised that the review has been completed. Thank you for your kind consideration in extending our permit application. If you have any questions, please call me at cell phone # 206-372-2280. Sincerely, �� ` / �' �` Darryl E. Doak, SR President/Builder Doak Homes Inc. Office phone # 206-246-6587 Tmd:ded � Request for Extensior�. # � � rrent Expiration Date: � � �� Extension Request: �Approved f.or � days ❑ Denied (provide explanation) Signature,'Initials / � ��t'�� NOV 20 201i Community Development J,��,��a w� o �; sy ., Zl � �� §�: � 290a I 1/2/2017 City of Tukwila DepaYtment of Community Development DARRYL DOAK SR 11812 26TH AVE SW BURIEN, WA 98146 RE: Permit Application No. D 16-0165 DOAK HOMES - LOT 10 5027 S 122ND LN Dear DARRYL DOAK SR, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 6/20/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shail expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 12/20/2017. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, 4_�� -`T�`-' � Bill Rambo Permit Technician File No: D 16-0165 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Cit�r of iukwila Department of Community �evelopment - Jack Pace, Direcfor May 17, 2017 Darryl Doak Sr. Doak Homes Inc. 11812 26`h Ave SW Burien, WA 98146 RE: Request for Application Extension #2 Permit Number D16-0165 Dear Mr. Doak, Altan Ekberg, Mayor This letter is in response to your written request for an extension to Application Number D 16-0165. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through December 20, 2017. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, � � Rachelle Ripley Permit Technician File: Permit No. D16-0165 Tukwilv City Hall • 6200 Southcenter Boulevard • Tukwifa, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov May 10, 2017 City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Mr. Bill Rambo, Permit Technician Re: Application No. D16-0165 Doak Homes – Lot 10 – 5027 S. 122"d LN, Tukwila, WA Dear Mr. Rambo, RfCEIVECJ CITY O� TUKWIL� MAY 1 p 20�1 PERMiT GENTER We would like to request eutension of permit application number D16-0165 for the work proposed by Doak Homes, which is due to expire on 06/20/17. We currently have shortage of available funds for this project. However, we are continuously seeking construction loans to complete this development as quickly as possible. This is also to inform you that the plan review has been completed as required on this permit apptication. We were advised that the review has been completed. Thank you for your kind consideration in extending our permit application. If you have any questions, please call me at cell # 206-372-2280. Sincerely, �� ,�, Da yl E. Doak, SR President Doak Homes Inc. Office # 206-246-6587 1 Request far Extension # � f ,,��,,�� Current Expiration Date: �_VI'LIJI_— I � Extension Request: � Approved for –T�� days � ❑ Denied (provide exp]anation) Signature%Initials __�� / 5/1/2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director DARRYL DOAK SR 11812 26TH AVE SW BURIEN, WA 98146 RE: Permit Application No. D16-0165 DOAK HOMES - LOT 10 5027 S 122ND LN Dear DARRYL DOAK SR, In reviewing our current application files, it appears that your permit applied for on 6/20/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 6/20/2017. If you stili plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, � Bill Rambo Permit Technician File No: D16-0165 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ��v of T'ukwila Department ofCommunity Development - Jack Pace, Director November 16, 2016 Darryl Doak Sr. Doak Homes Inc. 11812 26th Ave SW Burien, WA 98146 RE: Request for Application Extension #1 Permit Number D16-0165 Dear Mr. Doak, Altan Ekberg, Mayor This letter is in response to your written request for an extension to Application Number D16-0165. The Building Offici�l, Jerry Hight, has reviewed your letter and considered your requ�st to extend the above referenced permit It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through June 20, 2017. _ If you should have any questions, please contact our office at (206) 431-3670. Sincerely, C ,__.,�� Bill Rambo Permit Technician File: Permit No. D16-0165 Tukwila City Hafl • 6200 Southcenter Boulevard • Tukwila, WA 98188 � 206-433-1800 • Website: TukwilaWA.gov November 9, 2016 City of Tukwila Department of Community Development 5300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Bil) Rambo, Permit Technician Re: Application No. D16-0165 Doak Homes — Lot 10- 5027 S. 122"d LN., Tukwila Dear Mr. Rambo: RE�Ef�tci3 CITY OF 7UKt��L� NOV � 4 2Qt6 PERMIT CEIV7�F� We would like to request extension of permit application number D16-0165 for the work proposed by Doak Homes, which is due to expire on 12/20/2016. We currently have shortage of funding for this project. Thank you for your consideration in extending our permit application. If you have any questions, please call me at the phone number below. Sincerely, Da I sr. �� C Darryl E. Doak, SR President Doak Homes Inc. Cell # 206-372-2280 Office # 206-246-6587 � Current Expiration Date: ��'- [, � / Request for �xtension # 1 Extension Request: �Approved for � days ❑ Denied (provide esplanation) Signature/Initials _!2il� / l 1/1/2016 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director DARRYL DOAK SR 11812 26TH AVE SW BURIEN, WA 98146 RE: Permit Application No. D16-0165 DOAK HOMES - LOT 10 5027 S 122ND LN Dear DARRYL DOAK SR, In reviewing our current application files, it appears that your permit applied for on 6/20/2016, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within ] 80 days from the date of application shall expire and become null and void. Currendy your application has a status of APPROVED and is due to expire on 12/20i2016. If you still plan to pursue your project, you are hereby advised to do one of the following: l) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. ' -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Buildin� Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, l, � I `��`�-i�`^� Bill Rambo Permit Technician File No: D16-0165 6300 Southcen.ter Boulevaf�d Suite #100 • Tukwila Washifzgton 98188 � Pho�ie 206-431-3670 • Fax 206-431-3665 i� �`�i �� :1:1 1' � , � .r r , � PERMIT NUMBER: D16-0165 DATE: 06/20/16 PROJECT NAME: DOAK HOMES — LOT 10 SITE ADDRESS: 5027 S 122ND LN X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: ,�1 � (o .ti1 � l(c �� '�• l� �, �l'' �i � Z� • � � Buil in Division Fi�revention Plannin Division g � � g �'" �� , •23�1t� Publinc Wofks Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 06/21/16 Not Applicable ❑ (�ao approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Structural Review Required � DATE: DUE DATE: O7/19�16 � Approved with Conditions � Corrections Required ❑ (corrections e�ztered rn Revieivs) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Pern�it Center Use Os�ly CORRECTION LETTER MAiLED: lleparhnents issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ StaffInitials: 12/18/2013 �� %U BULLETIN A2 TYPE C PERM�T EEE ESTIMATE PLAN REVIEW AND APPROVAL FEE6 DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME �� A k �Io��J � S' 11'� C.- 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 2. Enter total construction cost for each improvement category: Mobilization -C�"1 Erosion prevention s� � � Water/Sewer/Surface Water �O o � RoadlParking/Access 4� � v 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,OOQ of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 7�� cubic yards Enter total fill volume ,Z L�' cubic yards �. 250 (1) �. $ 1, Q �' . 7 S� (4) Use the following table to estimate the grading plan review fee. Use the .�„ . GRADING Plan Review Fees $ ��' r e- � (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1 +4+5 ) $ 3 J�g s % � 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�^ `� � t'` �� V� L ,.iiY QF TUKWILp Approved 09.25.02 Last Revised 01/15/16 Jl1f�! 2 0 2016 �EHMiT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ /�' �', 75� (6) 7, Pavement Mitigation Fee $ �^ �� The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement miti ation fee. Approx. Pavement Overlay and Remaining Years Repair Rate 20-15 (100% 15-10 (75°Io) 10-7 (50%) 7-5 (33�/0) 5-2 (25%) 2-1 (10%) 0-1 (per SF of lane width) $10.00 $7.50 $5.00 $3.30 $2.50 $1.00 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ � 3 � �� g� QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 10 I— 1,000 $37.00 for ] S` 100 CY plus $17.50 for each additiona! 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 S` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,040 $325.00 for the 1 S` ] 0,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1 S` 100,000 CY ptus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 $ �� % (9) BULLETIN A2 TYPE C PERMIT FEE ESTfMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may ad�ust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) _ G Water Meter — Permanent�k l'��. � C� �` D. Water Meter — Water only* E. Water Meter — Temporary'r * Refer to the Water Meter Fees in Bulletin A 1 / o v Total A through E $ v1 �� ' (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees $ ��',��'�,�% $ ��ffDO:'�° - $ $ $ $ $ $ � �' / � �S $ � Total A through I $ % ��, �'(10) i UUE WHEN PERMIT IS ISSUED (6+7+$+9+10+11) $ 3 S.y 6 Sty � 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. Size (inches) 0.75 1 1.5 2 3 4 6 Approved 09.25.02 last Revised 01/15/16 WATER METER FEE Permanent and Water Onl Meters Installation Cascade Water Alliance RCFC $625 $1125 $2425 $2825 $4425 $7825 $12525 Tem 0.75" 2.5„ Q1.01.2016 —12.31.2016 $15,012.50 $30,025 $48,040 $96,080 $150,125 $300,250 -y Meter $300 $1,500 Kj Total Fee $6630 $16,137.50 $50,865 $100,505 $157,950 $312,775 Residential Sewer Use � �rtification � �KingCounty Sewage Treatment Capacity Charge Department of Natural Resources and Parks Wastewater Treatment Division • 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 � � oZ�`7 ` S'� %��rv��aw � Property Street Address � . � `� F� � � � li(/ � City State ZIP R � k �/��1y1�1 P � //ll C Owner's Name ,�l��z - a �� v� .�f c�� , Owner's Mailing Address ! �/7' �� C( !� � ��v City State ZIP �� y�65��'� Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address For King County Use Only Account # No. of RCEs Monthly Rate Sewer District Date of Sewer Connection D f �-��(�� Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Lot Number Subdivision Number Block Number City State ZIP Building Name Residential Customer Please report any demolitions of pre-existing Please check appropriate box: Equivalent (RCE) building on this property. Credit for a demolition � �Single-family (free standing, detached only) 1,p may be given under some circumstances. Multi-Family (any shared walls): O Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) 1.6 2.4 3.2 ❑ 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? O Yes O No Demolition of pre-existing building? ❑ Yes�Vo Was building on Sanitary Sewer? ❑ Yes $fVo Was Sewer connected before 2/1 /90? O Yes �-�lo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes O No If yes, will this property have a Homeowner's Association? ❑ Yes O No 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 prepafd at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-477-5533. I certify that the information given is correct. I understand that the capacity charge levied will be based on this informatio and any deviation will require resubmission of rrecte ata for etermination of a revised capacity charge. �"� � Signature of Owner/Representative Date �� ^ � � Print Name of Owner/Representativ - � !� � �^ 1057 (Rev. 10/14) White — King C unty Yellow — local Sewer Agency Pink — Sewer Customer p,:o:M � � City of Tukwila • Department of Public Works + 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 ' " Phone:206-433-0179 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov Parcel No: 0179001865 Address: 5027 5 122ND LN WATER METER INFORMATION Permit Number: D16-0165 Issue Date: 4/5/2018 Permit Expires On: 10/2/2018 Applicant: DOAK HOMES - LOT 10 DESCRIPTtON OF WORK: CONSTRUCTION OF A NEW 1,500 SQ FT SIN6LE FAMILY RESIDENCE WITH 325 SQ FT ATTACHED GARAGE. METER #1 METER #2 METER #3 Water Meter Size: .75" Water Meter Type: PERM Work Order Number: 21640121 Connection Charge: Installation: Plan Check Fee: Inspection Fee: Turn on Fees: Subtotal: Cascade Water Alliance (RCFC): $60.00 $490.00 $10.00 $15.00 $50.00 $625.00 $6,005.00 TOTAL WATER FEES: $6,630.00 $0.00 $0.00 $0.00 $0.00 $0.00 ►� �� $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 DOAK HOMES INC Home L'spaiiol Conta�c.t Safety & Health Ciaims & insurance Washington 5tate Depamnent of ' i.abor & industries DOAK HOMES INC Owner or tradesperson 11812 26TH AVE SW SEATTLE, WA 98146 Principals 206-246-6587 DOAK, DARRYL E SR, PRESIDENT KING County DOAK, ESTRELLA M, VICE PRESIDENT Doing business as DOAK HOMES INC Page 1 of 2 Search L&I a� �� A-L [ndes lielp n1y L,�I Workpiace Rights Trades & Licensing WR UBI No. Business type 601 329 337 Corporation Governing persons ESTRELLA M DOAK DARRYL EUGENE DOAK SR; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. __...... ..__...._ _.,.___,_...._....._... Meets current requirements. License specialties GENERAL License no. DOAKHI'092NZ Effective — expiratian 08/09/1991— 08/13/2019 Bond CBIC $12,000.00 Bond account no. SC9910 Received by L&i Effective date 08/01/2001 OS/01 /2001 Expiration date Until Canceled Insurance Developers Surety 8 Indem Co $1,000,000.00 Policy no. BIS00022982-01 Received by l&I Effective date 07/25/2017 08/26/2015 Expiration date 08/26/2018 insurance history Savings (in lieu of bond) $12,000.00 He{p us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 4/5/2018 DOAK HOMES INC Received by L&I 07/07/2003 Release date N/A Savings account ID Effective date 07/07/2003 Impaired date N/A Lawsuits against the bond or savings _ . .................... ...... ............................................................ _................. No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts _. No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violation __..._ .... _ No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID Account is current. 582,430-02 Doing business as DOAK HOMES INC Estimated workers reported Quarter 4 of Year 2017 "0" Workers L&I account contact TO / KRISTINE HATHAWAY (360)902-4811 - Email: HATK235@Ini.wa.gov Track this contractor Public Works Strikes and Debarments Verify the contractor is eligible to pertorm work on public works projects. Contractor Strikes _ ............. ............ _........ No strikes have been issued against this contractor. Contractors not aliowed to bid _ ...................................................................... _............ No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. OO W shington State Depi, of Labor & Indusiries. Use of this site is subject to the laws of the state of Washingron. Page 2 of 2 Heip us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 4/5/2018 � � Q C � ��r�� r�or�� 1 GONi'R,4GTOR 5H,41� VERI�Y ,41.L �XI�TlNG 51TE GONDITIONS POR C.OMPUANGE WiTH PL.,4N5 {�hID SP�GFiGfkTIONS. 5l't� GC7NDITIOAt5 Ih1G4UDE, 501L, TOPOGR�4PHY, R�QUIRED SEBhGK5 ,4ND.1� �PPLIG�I..E, TF�lE DIM�151C7�15 DF �JCISTIfIG 5i'RlJGTUR�S fi�lD THElR 57RUGiURhL P�ID MEGN,41�IGftL. G01�PONEhtTS. TH15 OFFIGE 5Hl�LL i3� NOT'IF1ED PRIrJR TD GONSTRUG'�'ION OF 1�I5GR�AhlGl�S, A�MBIGUITIES OR UMi5510Jd5 IN TH� P4AtV5. 2. ;�ITi'�hl DIMQ�l510N:� 7,4lcE PREG�DENG� C�VER DiZ,hWlNG SGPd.�; DEf',41L5 7� PREGEDEHGE OV�R PL� ,4i�iD �l..�/J�4TIC�t VE�WS. � � 3. f�l. W4RKM�htSHIP, M�TERIf4L5 hND INST?d..l..E17 PRODUGTS 5H,4LL. MF�' C7i� EXG�ED TH� �4GGEP'TED INt7I�TRY 5Ti4hRD,4RD5 ?�ND 51^I,4LL MEE7 OR EXGE�D 'fHE M1�tIMUM R�GtUIR�NfEhiTS OP 'TH� I.B.G., W.S.E.G., N.T.S..U.P.G., N.E.S., U.M.G., �4ND �4LL I�PPLIG�4BLE LOG,4!_ C.ODES, YV111GH SHA�L1. TA�K� PREGEDEh1C.� OV�R NC7TE5. SPEGIFlC.,4TIOH5 ,�N17 l7R.A�WINGS. 4. U1VL�55 r4 PRO�E5510NPd.. 5tiR1/EY' ��GGOMP,4NIE5 TN� Fl.J41�I5, TN� 51TE Pt}41�E YW�45 I�RfiWN FROM G�TIER�I. 51T� LANDMA�RkS ?JJD i5 NOT TD BE CANSiRUED �5 A PRC�F�55l�1,�L 5URVEl'. TH� GON'�4GT4R 5H�4LL 7f4KE �1JI1 RE5PON5181Ll1Y FOR MPJNTAdNi�EC-� REC�UIRED ZONING 5E78AGK5 OR 5HA�1.1., �T H15 DESGREfIC�i�I, i2�QUE5T TF�EE OWNER TO PROVID� f4 PR0�5SIC��lh�1. 5URVEY TO . DE�RMII�E 5�'!'B/�kGkS ArtD/<3R 07HER ZQNING F2.E55TRIG'ilO�iS. � 5, '(}iE G�Ni'1�4GTOR SHAL.L 5EGEIRE f�L I�fEGE55?�RY PERMkTS f�ND IhiSP�GTIfJ1V5 A�ND SFi,�I..L. A1CaTIPY 'f'H15 C3FFtGE, !'RtC�R 70 GONSTRUGT'ION� OF f+�NY R�Yi510h15 OR �DDED R�QUIF.EMEhiTS f�.E�C+bJ�TE17 BY 'f}iE F3tJ14DING O�FlGI,aL WITHII�[ THEIR .1URI5DIGTEOi�. ta. THE GOht7RAGTOR SN�kL1. V�RI�Y 51ZE ?�ND LOG+4'TI4N O� ,+4L1. REQUIR�D C7PEh11NG5 iN PLOC3i�5, i^L�LLS fW� ROOF y`fi71-1 PEtpP�p M�GHI�+NIG1�L, PWMBihIG A�ND ELEG7RIGf4L. yVpRK, PR,��BRIG}�iED 17EM5 TO BE H,4hlDLED aND 1hl5TAL1�D PER MANU��4G'Nft�R'S REGOMMEt�ID,h'ilONS. 'T„ 1'HE9� pR,�WMG5 ?�RE IhtSTRUM�I'f5 C?� SERVIGE Pd�D A� THE P�P�RTY t7F THE P�RGHI'i'EGT, PRD'TEGTEi> . UNDER GOMMON Ll�W, 5T.4TUT'ORY A�AID C.ifHER RE��RY�D Ri6WT5, IhtGLUDihlG GC7PYRIGHT, REPRODIJG"fION OR t15E O� Tt-tESE SERVIGE DDGUMI�tTS BEYOND TN� SGDPE �F 7HI5 1�RO.1�G7 IS PRC7NIBIT'Ei� YVITH�IJl' PERMf551�JN IN WRII'IHG �ROM THE,4RGNk'iEGT. � ' ' � . �C-��R,�L GO1��T�UGTiC�N N�7�� ,4 51'i� GOMi71T1C.7NS �N1� Si1'E WC3RK 1. I� 501L C.ON171TI�i�5 �hiG013h11'Et�ED UPON EXGRVhTiON Di��ER �F?OM THE 501L BEA�RING GAP�GITY� OU'fLINED UNDER."D�51GN LOAt75", OR IF �JCGE551YE Gi?•OUND Wh'�ER 15 PRE5EN7, GC7I�TAGT THI5 OF�IC.E BE�OR� P��D�1�1G. R1.1. �'OOT'INGS SH�I. EXTEND 70 B�.J..4V`I 'f'HE PRO'"i LiNE ,4ND 5Ff,4L.L BE�FL ON UNDiSTURF3E17. N,41'lV� SOIi.. 2. DO NOl' 6AGK�ILL UNTIL WA1.L5 N,4VE B�Eh! P�D�QU�4i�LY E+RAG�D DR NA.V� E3F.�N I7E51GN�I7 TO RE5(57 t,.�41"ER1�t. FJ�RTH I'i�E55URE. B�4GK�1l..l. M�TERI�L. SHALL BE GL�R, p�Fz,M�p,gl„E ,�hID �EE O� OR6/+�NIG M,�.T�R1P�L5. 3. INSThLL 4" L71,�M. PVG P�R�OR�4T�D PERIiriE�R pRA�1H5 (A5 REQIJIR.ED BY 51'T'� G4NDI710N51 IN 1 GU. Fl". O� DRAtN GR+4Y�L. PER LiNE,�L �ODT, f4ND PROVIDE S�pARAi'E DOl^W5PO117' ,4N� 5�I-m 5URF,�G� DRAINAGE �PID/OR RET�hiTE�N hs REGdJIf'.ED BY L.OG,4L. GODES. 4, �7CG,�tVf�iED �501L TO BE STOGKPILED ON 51TE U.N.O. YV/ 1L7' MAX. HGT AND 3/1 H TO V SLOP�. B. GONGi�•ETE 1. GEN7F.R ,4LL PC75'f` �C7t�TINGS UAtL�55 NOT�D P�Nt7 PROYIDE 1" PLINiNS ,a►T 5LA�85 C7R 8" i'L1HTH5 RT EXi'OSED EAR7'H t6" IF PC3a7 15 f'R�"aSUR� TRE4T'�D}. PRUYfUE B" Mlhi. FRDt�i StLL. Pl..Ri'�5 7C? �IHISNED GR�L7�. DA�MP-P�O� FC7UNi�AiIG}N W�L.LS 7H,hT RET,41N EA�RTH ,4HD ENGL05E ' HP�SIT,�i3l.� SPAGE. U5E 2 G01�4T5 ,45f?H�l.."I"IG �MUL510N 7C7 7WE �Xi'ER�DR O�r 7N� Wl�l..i.. . G. R�INFOtZGING 1, fhl5Tftil:.l. REM�ORGIh1G P�R ,4.G.1. 5T?�NDARD PRAGTIG�. 5PLfG� CARN�R �4ND GONTIh1UDUS BARS YVlT�k ,4 M(N. O� 30 ' 8aR DiRMEI'ERS. 1�111`11N'�UM S�R Gd�tG G01/ER: EXF'05URE 70 WFATHER 2", TD F�4R7N 3". TO OTHER 1". . 2. EMBED PdaGHOR i304'T'S A MINIMUM O� 'T" U.N.O., PL.1kG� W1TNIhl 12" OF 4�1D5. �J, N�YV FOOTIKGS SHA�Ll. NOT IMPOSE "UNDE5IGNED" LOAS75 ON NESN Ot� EXISTING � BASEMEhl1" OR RET,a1N{NC� WP�LtS._._.. ._��.-_._: . -� ----..._..�. ___._.. _ . ._. ]� 1.UMBEiZ �N17 F�N11NG 1.. �f2�MMG WMBER.: K.D. TO 1�6 M015'NRE C�Du'�hiT, GRA37� PER SiD. GRADiNG R11L�5 PER W.G.L.I.B. OR W.W.P.A. �5 �kPPLiG�4B1.E. GRAD� �ND SP�GIES PER �R,4MIN6 PL.,4N5, C�Eht�L. NCiTES A�htD "D�IGN LO?1� C.NhRT'. � �. 51LL PLr4iE5, DEGK 5118-5TRUGTUR�S, PC�5T5 f�ND B�5 EXP05E�7 'i� W�R'f4'��R �D ,4NY Y�IOOD Il� GONT?�GT YVlTH GONGREfE Sf�IP�l.1,. BE PRF55t1R.E 'fE�EA�'fED WRl-k W�t ,i4PF'RO1fED PR�'aERVP�T'{VE. GOLUMIVS �ND POaTS SNf�L B� �,aN+�n To -rRUE �n ��ir�� wrria �n�Qu,�-r� �hiGhfC?R5 A�T TOP �1�l17 BOT'1"ONi TO ,4VOID Uf'LlFf ftND 1715PLP�GEMENT. PROVID� L.A�'fERP�L 5Uf'PORT �OR BEftiMS. R�FT�RS A1�lD J�1575 i'ROYIDE TEMi'dR?�RY i3F�+4GING ?5 Al REQUIREI� UNTIL 14L.L. P�RM�hNETIT GONN�GTlONS PJ+tD 5-n�� iNSra��n. 3. PROVII7E �'. MIh11MUM J015T BE4RiKG OF 1 1/2" ON WOOD: 3" CiN GONGF�'TE. 4. 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G W�, P.I. 3211 b, GLUE TD .l015T5 aNI7 NaiL WI7H � 70d � 6° O/G EDGES, 10d �.10" O/G �IF_Lia. RODP 5NF�4THiNG SHP�LL BE 15/32" GrD-INT-�PR PLYINDOD WI'['Fi �?CI'ERIDR GLUE. P.I. 24/(1. NhIL Sd p 6" O/G EDGES; Sd � 12" O/G �1EJ..L7 1�P�L}� �H�LL. BE 'T!1 b" 05B ,4ND N,41L WiTN 8t� N1�IL5 hT b" O.G. Pf4NEL EDGES ,4ND 12" O.G. FIELD. G. YEI�TIL.,4TION .,4Ni� ,4GGE55 � i. V�1`iILA�TE GRAWL SP,�G�S A�htD Oy�RE;A�1�lGIHG ., �LOORS Wl'fH SGREENED OPEhtINGS NOT LE55 TH,4N 1 5Q.. . .. FT.�t'1Ef �REE).FOR �,hGN 150 5Q. FT. OF UND�R FLUDR ,�i�. DI9'TRIBU'TE OPENINGS ,4PPROXIMA7EL.Y EQU,4L ,{4LOAtG TH� L.EhIGTH OF ?�T L�0.5T 7W0 OPP051TE 510E5�. ,�ND C?NE aFp�tiNG SHA�L1. 6E Y`{i'i'Hil+t 3� O� �RY GpRNER. ('.O1YER WI'TH 1/8" GORRD510N R�SI5T{tNT WIR� MESH �,4T GR,4YVL SPAGE �PEhpNGS. � 2. �. YENT1l..P�'TE P�TTiG SP�kGES Wi7N GRC�S V�1�1111.,hTIC�1 EQWA�L. TO 1/1�Di1-E O� T'hfE �Ti1G ,hRF�4(NE'1' �). �CG�PT THE F�RFA MP.Y BE 1/3�07N, PI��V(I�ED hT LF..pST 4096 ,�ND NO MORE THah[ 50`1b OF TNE REQUIREL� VEN"f �R�,415 � YVITHIhi 3' FT'. O� E,aVES WITH THE R�MAIMDER C�F Ti-IE R�C�lJIRED Y�TtT �RF.1� lN TH� E+4�. 3. PRC7VIDE ftN P�GGE551131� �4TTIG �GGF55 Pf+NEL, 22" X 30" h11NiMUM W1iH A GL.F.,4R HEIGHT OF 3p", IN51JI�4'TE ,hND . YVE�'tNEtZ-5TRIP. . 4. Pi20VIF�� 18" X 24" ,4C.G� 'THR.OUGH 7N� FLDOR OR 1b° X 24" 7HROUGN THE WaL.L TD UNDER �LUQR hREfti-5. F�. 5�4FEiY C�LAZING �; 'TEMP�R,E17 5,4FETY GLA55 SNfkLI. BE INSTALI.ED lhl - H�RDOUS LOC.,�TlONS, INGWDING aR�.T'H,A�T ARE 5UB.1�GT i0 HUM,�N 1MPP�GT, GL,hZJNG ihl DODRS, GL.r4Z1HG Wf7HiN h 24" aRG OF GL05ET7 DOOR, GL�ZfJ� P�RE�S > 9 SGt. FT. WN�hI L.F55 'TH,�t�l. 18" ABOVE �LOc?R QR YV�yI_KiNG SURFAG� A�i�tD GUP�R1�5 �+ND i�JtILiNC a,45 pESGRiB�D !N !RG R�48.4. SA��ETY GL�4ZING 15 RE[�liRE17 'iC'? BE PERMaNQ�tTLY MftRKED P�R IRG R308.1. l. EL�GTRIG�L . 1. �G'iRIG,�1. GONT'R+°tGTOR SHA�L,L E1/,44U/4TE f4idD D�'iERMIhIE AD�QUf�GY OF �Cf571NG p+Nt7 PROP05�D . EL.�GTRIG�4l. SERIIIGE f�ND PROVII7E R�G�Jit� GIRG1l'i'S P�ND �NtPEf2�C�E f'�R N.E.G., 5T.4'TE fkND L.C�G,�L �1�tERGY C,�D�5, l�NJ� M�NU�,4G'Nt�R'S 5f?�GIFiGATiON�+ �OR � PROPOSED PRC�DUGTS. P�PPLIA+1�iG�5 P�Nt7 EQUIPMENT. . S�P�f�.'f� P�RMIT REQUIRED. ' ' .!. MEGH,a+NiG,4L. 1. WP.RM A�IR �iJRJ�E,4GE OR GP5 N.W. SH�41..L NC�T BE IN5T,4L1.�7 UN17ER ST�lRS /�ND 5HI44L HP�VE Pf24P�R V�NTS f�tI� DIREG'i OUT51D� GOMBU5TI�1 A1R. 2. GA5 �PPLL4NGE5 I�l C-��4RA�GE 54i�L E3� ON h 18" HIGH PLr�'f�ORM. � 3. A1R DUGTS P�NETR+4TIhlb G�Rr4GE TO HOUSE SEp,d,RA�"i'IpN SH�4LL B� 26 Gr�UG� MIh1Ih�NM OR 5H,4LL F4A�VE APPR�VED PAMPERS: 4. DUGTING SW�U.. M�ET U.M.G, 5T',4ND,�RDS AND 5Y5T�M5 r+�RE TO BE i3ALA�NGED. GDNTRhGTOR aH,�I-I- PR01/ID� MEGH�NIG,4t_ DUCTING DI�4GR,4M5/SHOP DR�YV11�iG5, EQUIPMEhtT 51ZIhtG. HE}4T 1.05� GAlrGU1.�.i1CN�l5 ,4ND MP�l�UFP�G7UR�R'S D,4T,� ON EG�JIPME1�lT E�IGIENGY �orz �zcHrr�crs �vi�w. � � 5, B�47HRQOMS, V4UNI7RY ROOMS, KfiT'GHETlS ,4ND SPf� ROOMS SHA�LL. Ha1/E MEGN�4NIGA�!- �XHAUST N RIGID DUG7IHG TO EX'iER10R, WfTH ,4 BfrGKDRA�T 17/�MPER, � G,hPABI.� OF 5 AIR GH,hNGES PER HOUR. . K, PLUMBINCti 1. PWMBIh1G GOi1Tt�',+4GTOR 5Hf�LL 51ZE r�LL. LINE.S ,4ND V�hliS P�R U.P.G. . 2 HO'i' W�4TER TP�NkS 5N�4LL B� 51Z�? BY INI7U5Ti�Y 5TP�NIDP�RDS FOR PROP05ED U� �ND 6E Lf4B�LED hi�G,� fr�'PR01/ED_ , _ � .: _ __ .-._ �� REVISIONS -�-T- -, f�o changes sh�ll be mad� to thP scope of w�or!< ��.�ithoait prior approvai of Tuk��r�ila Building Division. {�� i�: f�evisio;�s wili require a netiv plan submittai . and may in�;ud8 additional plan review feEs. � 3. �LOW R�ATES i'O GOIrlPLY YVI'f�l W�4G 5i-46 5�G'llOt�l �i02.fO TOlL�T5: 1.6 GP�(M,�X), SHOY^lERS: 2.5 G�'t�E(MPJC), LP�V,4TORIES/FhUGEf': 2.5 GPM(MAXi. . . 3. PROVlE7E 5�15M1G STT�PS �hli1 PRF55URE R�L.IEF Yr41_VES (PLUMBED TO OUT510E) ,i4T HOT 1^L4?ER TAAiKS: SEP,�R�TE PERMIT R�QUIRED. . L. M015TURE GONTROL 1. SHOW�5 SHf�L.L HAVE ,4 NON-,4850RS�tT SURFf�GE TO ,4 HEIGNi' OF 6'-O" �+BOVE FL.DOR. _ 2. PROVID� W�hTERPR00� BOhRL� OR GLA55 MESH . MORT,hR UNITS BEHIND TII� ,4T 53�It7YVER SURRDUNDS. Tii� SHOYVERS WITH P� 517E-BU1L1` PRA! 5H/�LL BE �i4LEP {�lD . L�K TEST�D �OR 12 HDURS. PROViDE MILiJEW R,E5t5T,4N7 GRUUG P�T P�LL 71LE AGG�550R(F5. M. SA�TFf 5,4FET7 - 1. HfhIGED SHOWER' 1'�ODRS 5Wf4l..L OP�T•! CJUTVVaRRt� ,4ND ENGL05URE5 gHP�I.l. BE �ULLY T�MP�RED OR LAMIN,4T�D 5,4FEfY Gt�55, MININNM 7NIGKNE55 = 1/S" 7�MPEt�L7, 1/4" L:A�MIN�i'ED. ' 2: FL.00R TIL�S ?�T SHUWERS P�ND W�T �5 SNP+LL iiE 5KI0-R�5151'�NT. � 3. PRC7V{DE SEGURE BLOGKlHC� �4R pLL GR/4B B,4R5 PER PL.�4N, GhP�4BLE OP 5UPPORTING � 3U0# iMPAGT LD�. N. Tf2U55�5 - � 1. PRE-�A�BRIG,4l`m TRll55E5 5H,4L.L B� DE51GNE1] BY �4 WaSHING.TON ST,�4'TE LIGENSED 57RUG'NR�L EhlG�t�R Pd�ID 1N ?�GGf?R17A�NGE WITH THE PLP�N R�G�JIR�h't�lT5. SUBMI'f GOMPI.�7E SHd�' DRr4YVINGS WI"M EIyC-rINEER'S 5�r41.. FOR ,4PPf�OV,4L. PRIOR 70 F�4BRIGfrTION. 'TRI155E5 MUcaT BE . STi�MPED.BY A�N ,+�PPROVED M�1�iU�AGiUR�f2 DR'BY � QU,4L,l'iY GON"fROL ,4GEt�1GY SUGH �t5 YVaS}iINGTON WOOD 7RU55 FP�BRIG�TORS C.CxJNGIL. 2, GOT�Eii2P�G70R 5HaL.L VERIF`f �XP�GT SP,�NS PRIOR iQ �P�BRIG,+4'T1DN. . . 3. A�Pi'ROVEI7 W�+1�IG�R5 MUST E3� USF� RT A1�L . GDNNEGTI01�15 OF R�F'i'�RS, JhGKS, C>R H1P 'TRdJ55FS TO ,4 tri,4lhE GIRi7ER i'RU55. i�tC?N-B�RINC� P,4f2TITIC>N3 B�lOW TRU55�5 5hE,4i..L f3E 5EP,+�RATED FRC7hi 7RU55 WITN. . . � 51MP5lJhi 5TG FaSi'ET1�R5. �F. "tRU55�5 SHA�LL BE BRP�G�D TO PREYETIT iZOT�TION W�ID PRO�/IDE l..P�"fER�4L STP�Bi41'tY ,�1�lD INSTP�Ll�D. IH AGGC7RI�ANGE WITH THE iNDNIDUAL iRU55 i��51GN i'RUVfD�D BY i'HE M/.�NUFP�GTURER. ' O. SKYL.lGHTS � . � 1: GLA�Z(NG. SHPJ..L. BE INSUL.,hTEC.�, FULLY i'�MF'�RED, �iN,�-r�v �t� wm� Mn�. .oa�� po�Yvn�n.. �Un��. IN`tER LhY�R: � . 2. ' PR.01lIDE h M(NEMUM 4" GURB, Ft.�SH� ,4Nt� CAUhITER FLP5HED P�7 70P. �tJL7 BD'f'TOM ftihlla 51'EP �L,,45N 51I��5. TFfE UN{'f 5H,4L1. H,41/� ,� GDNDENSa`I'10t� C�UTTEiti ftT TNE LON�R �lD. IKST�4LL PER M�h1UFA�G7UF�.E}Z'S INSiRUGTI�IVS, �(NISH P�ND FL.aRE YV�LL TO GEILING P�R Pt.4N5. T � 5T,41R5 r4TtD .C�U,�4RDR,+�1L5 . 1. PRC,7VlD� ,� 5i�4iRW1�Y YVID7N O� 36" MIKIM�1h�i, RISER HEIGFfT OF '7-3/4" �[pJCiM11M, MihiMUM iR�D.LENGTH O� 1C�" �1JD h 3/8" MAXIN�M VhRIP�T1C�N. A N051NG 4F NOT LE55 T}be�y �" pR MpRE TH,4N 'f-1/4" 15 REQUIREI7 ON 5TA117.W�Y5 WtTN �a�LID W5� UNLE55 TRE°�E7 1�EPT'N I� 11" OR . GR�,4TER. 2. H,�hIDR,41L5 �L-L BE PROVIDED OK hT LEAST ON� 51D�. O� �LIGHT5 4^9TM 4 OR M�RE R15ER5• ' � �3. Hf4NDRAdLS �LL 8� PL�Gd7 34" TO 38" O�F N05MG P�ND 5P?�G�I7 1-1/2" MII31MUiri D�F YV1ti1..L. Y`iCTH +°� 1-1/2" TO 2" � Db4MET�R. 5M� 6R,�P ,4TJD P� NEYY�L. OR R�TURhI 1- 1/4" hT �TI175. . �, PROViL7� 80` MINIMUM C.L,E,�lZ HE�DROOM �460VE 5i,41R N051NG. �. PRCNiDE 6U�RDRE41L5 �OR P�RF}t5 30" P+BOVE GRJkDE . OR �D,3AGENT �LDC»R5, YVCiH ,4 MINIMUM M�IGHi" O� 3b" l�tD INTERMEI�IA'3� Bh�W5TER5.OR RA�iLS SPAGED 50 'iH,hT P..4" 5Pi•lERE Gr4Nk4DT P�55 'fHROUGFf: 6. �hlGL05F_D U�+AB1-� SPhG� UNDER ST�IRS 5H�4i�L.H�4VE 1/2" GWB, FfRET,�D UN W1�L.15 �ND 5C3FFIT5. PRDVIDE F[R�LQGiJrlG 1N GONGE�l.�D SP�GES BETY`�N 5T�41R . 57RINGERS RT 7C.�P AN� 80TTOM OF �L1N aND BETWF..EN 5TUD5 �I..ONG ,�li iN LIN� WiiN WJAi OP STAiRS, IF 7NE }�VAd..4 UNDE}� TNE 5T�4lR5 15 UN�Ii�I15HFJ7. P. EMEtZGENGY EGi�55 1. �1/ERY 5l.E�PING RC30M ,+4NT� B,a5Et�1ENT 5Hf4LL H�h1/� Ut�(� OPENftBLE EMERG�hiGY ESGP�P� hhli� RESC',.tJE OPENING. TH� OPF�hlIh1G'SH,41.J.. H,4VE r4 M,4XIMUM 51LL � H�lGMT OF 44" itBGNE THE FLUC7R, h NEi GLEAiR C?P�NING OF 5.'i 5Q. Ff`., P� MINfMUM C.LEAR HF�iC�H'i DF 2�", � MiNIMUM GLEpR WII�Ti-t O� 20" pND SHALL BE, G)PERJkBI.� ��ROM 'ff-IE Ihi51DE V+UTHOUT SPEGI,hL TOOLS C3R KEYS. GRASU� �LODR OP�Tl11�tG5 MfkY HhVE �4 NET GL�4R MfNIME1M f7P�liNG OF 5 T 5Q. h?. Q. 5MOKF/G��tB4N Ni4NOX1L7E A�L}�RMS � i. SMOKE A�Lr4RM8 5H,41.1r BE MOUNTED IFl F}�GF� 51..�PI�IG ROOM aND SHALL BE hiOUN'f�J7� UN 'il-1E G�ILIt�1G OR WA�LL CJUTS{DE Er�GH S�PhE2�47E SLEEPING f4R�4 iN 7NE b�tEfZ4L VIGlNITY.OP THE BE:DRC�CJMS. !N D!^t�LLIhIC�S Wf'M Mt�RE YH,aN QNE 574RY OR WITH {►� BASENf�1T �4ND/OR HfkBIT,46LE f4'TTIG. }4 StrfOKE l�l..?zt�h�t SN,�LL. �3E IhISTi'�L�ED C3Pi �RGH STORY P�ND IN THE BA5�NiENT. IN SPLtT •i�E1/F1. 57RUGTUR�S; PRC'JVlDE �aMOKE AJ}�RMS Uht UPPER L�/�L:, UNL.E55 SL.�EPING RODMS �hRE LOG,�4TEL� ON THE LOW�R h LEVEL, 7HF�1 SMOKE P�LARMS ARE REQUIRED ON BCaTH LEV�lS. � 5MG7KE �LARMS 5H,4LL BE AlJ17IBLE IN , BEI�ROOMS. 2. SMOKE P�L�RMa 5H,4LL BE Dfl�GT NiIR�D TO BUILI7ING POY�R IN NEW GONSTRUGt70N f^U7NOUT A DISGONNEGT SYVITGH O'i'HER 7H►�N FOR CN�R�IJi2R�NT PRQTEGTION P�ND MUST HAVE E3�4TT�RY C3,4GK-Ui'. AL.L OTHERS MP�Y BE 6,4TfERY OPER+�T�17. 3. V`�;�id MOR� 'fN,4N ON� ,hL.�ftM 15 REQUIR�I7, 7N�Y MU5T BE IN`iERGONNEGi'�D A�N17 ONE P�LAF�M WILI. aGT11/,47E ,41..L. 4.. �OR NEW GON57RUGTION A GP�R�B�N MC7f�lOXIDE ,aL,4RM SNAl.I. BE lfitSTP�l..1.Ed OUT51D� EA�GH 5EP,4RaT� 51.,EEPING ' I�RF-�4. R. 5EGURlTY 1. PROVfDE 5�G1Ri1Y �T EhITRANGE P�N� GP�R�4GE ' DOp(Z5 W1TH l� MINIMUM 1/2" 7HROYV LiEPS7 BOLT !^iiTH � LUGKS OpER�48LE WITHOUT SPEGI,�L E<NUi^11�TJGE, }GE'(5 . Of2 �FFCJRT. . . �� 2: PRCNII�� SEGURITY FOR WfNDDWS < 10' �Rt�M �INI , GRA�DE U. ENERGY �NI� VENTIL,4TION 1. �XTERfOR �UAyTS ,4ROIINI� WINDOW Al�iD DODR �RftMES. Cii'tT111�tG-5 B� Y`1Pd.-1-5 ,4t�J� �OUhtII1�TIONS, BET!^iE�t YVA�L.1.5 ANf� RDOF, P�ND BE7YVE�N WALL P}�TIF15; OPQ�tfNG5 ,s.T PE�"iR�'t'IONS O� UTILCTY SERYIGES � 7HROUGH Y�LLS, RC�OF ,4ND FL�ORS; ,�ND OT'H�R 5t1GH OPENINGS fh! THE �11U7lNG ENVELOP�. INGLUDING AGGF55 P,4N�L5 INTO Uhli�'TED SPP�GES, 9HaLL,. B� 5E4L�D, • G,a,��p� �qyKEfEp pR YVE,4THER-5iRIPPQi TO LIMIT AIR L�khG�. W�TF3c'R-STRIP EX7�i�lOR DO�RS .a,ND DOORS �D.JDINlFEG UNHEr4't�D SPAGPS. F�CfERIOR OPENINGS EXPC.�SED TD f�l�.�'}'HER SH,+�I.L BE FLp5H�D fN SUGN �• Ma1�lNER ,45 TD MI�kE 'YNEM Y�tEATN�R!'Rc�C?F. P+LL �Lf4,5HING, G�OUN'i'� FL�SHING ,4ND C.OPI�IG, WHE1�4t OF �-,a,i,,, c�.{p,u. j�- NOT < 26 G�t GORRG�SION RE515Tl�4N7 MET?�l... 2. PROVID� V,�OR Bf�RRIER.S �7 Y!I�RM SIDE IN N�INTER OF fhISUL,E4TED h�EMBU�S, FXG�Pi �T INSULh'iED .YY�LIS WITH W.P. WA�1.L B0,4RD A�ND ,4T SNOWEfZ GEILINGS. 3. . PROVltJE 6 MEL., BLh+GK, ,4Ni7 POLYEI'HYLENE C�ROUHD GOYER ftT GR�°�Yil. 5F'ftiG�S. OVERL�°�P.12" MlhtlMUM PfitD ' EXTEh1D 70 FOUNi7,�TtOH WI�LL• ' 4. lNSUL.r47E. f tAORS, YV�4l..L5 ,�ND ROCaF PER PL.{W TO ,4GHIE1/� F'ROF"� D�Tt51T1E5 A�h1D R VALUFS 5. F�cGED.IhtSUi�+eTIC7N TO BE F,�GE 5�'f4PL�D. b. INSUE.,47E HOT A�1R DUG'fS fN NON-N�TED SP�GPS 70 R-S. -f, lh15ULf�'i'E 24' p.T PER1M�'f�R OF 5Lad5 /�T H�T�D ROOMS WITH R-10 RIG1D M5UL4T10N. 8. IK5l1V4TE HOT YVr47�R PIP�5 i0 R-4. 9. PROVIDE 2.� C�PM. P1..OY`! R�STREGTORS fkT 5HDYVERS. 10, i^La,i'ER H�i'�R5 +4ND HE,ft'ithiG EQUIPM�htT SHAa.1,. Ni�T 1qSi NA�C.,4. 11. �LEGTRIG F'W i'�ii�5 1ht NO�I-HEA.'I'�lD SPAGES SHpJ..L BE Pt�4G�D ON �4 N'O�i-GOMPRE551BL� SUR�AC.� �ND TNE �LOC3fZ (NSUL�+'T'� TD R-10. 1Z. FfVpG �GtUL�M�1T SHP�L4 i3E 51ZED TO ,4 MINIMUM C� 10090 AhtD MbXIMUM O� 2009'a OF 'TNE DE51Ght LOAD NNO). IN57Ad..1..lNG C.G�ITRAGTt7R 5H,4LL. PRa1/lDE 51ZiNG AND H�T LDaS G,4LG5. 19. i2�GE55Y� LlGHTING SHf�LI. B� 7YPE 1G OR NOhI 9G IN51D� aiR-TIGHi' A55EMBLY (1/2" Gf^�3 B07G): 1�F. �XT�I�D !"�D Bh�'FL.�S TO ,4 P01NT 12" VERTIGaLLY ,�BOVE TH� T� D� IN5ULP.'tlON. 15. 50URG� SF�Gi�1G V�NTIL/�710N i2�QUIR�MEPlTS: �XHP�UST ��hl �.JIREM�h1T5: B,47HFZDOMS, L,4UNDRIF.S ,4ND POYVD�R ROC�1"15 SNALI- H1kVE MINIMUM 50 GFM �.2S W.G. KiTG1�Eh1� SFFhl..lr W�.V� MINIMUhi 100 GFM �+ .25 3^l.G. i�� aoo� �,aavs: � 16. �JCHPdJ57 DUGi REG�JIREMEAITS: DUGTS TO BE lNSUlA?ED 7C7 R-4 IhI UNGONi71TlC)NED Si',�GES BE EQUIPPED WITH f4 6�4GK DR�h�'T DAMPER� TERMINA'fE OUT5(DE THE dUI1S�W� E1+IV�i..OP�. • 1'7. i4 PERM�J�tH�li' GERTI�IG�'iE 5H�41..L BE P05iED WI'MlN 3' CaF E1..EG PP�tdEL. TT SNfiLL LIST THE iYPE ,aND E�IG�TIGY aF H�ATING �4ND WP�TER Fi�4TING �QUlP. YI' MUST GONTi41H DUGT l..�,KAGc RRTES ,�ND PdR LE,hiCaGE RE5ULT5 1F�' I3LOW�R DOOZ'iF..�T WA,S C.UNDUG't'�D. 18. DtlGTS SNA�.l.. 6E LE,4K 'TFSTED �N P�GG4R�P�NGE W17H R5-33 USMG F�AJC l.�kAGE R�"I"E5 f'� 50�F.10.3. tiq. dUiLDthIG Et�lV�4UPE L�:/kK�hGE G�NTROL SHA�LL.. HE NOT >�✓ �41R C�I,�tNG� PER HOUf2 WHEN YVI'M BLOWER .. . DOOR. . �s�. e� 20. �h MINIMUM O� '7596 OF A�LI. lhl OR LU�ArTT�.g "�1� h ,aLl. OU'ipOOR LlJMINAIRES SNA�LI. E. I IGP�GY. . ..- -- . _��'��r�� =�� l�� t��a.,�� . � �6�.s��6�+,�' �� ! �e _ • , � r��'�c��d �Zr, , .�,�!a � n��• " s"'"`�� n �l Pl��t �vi�r� �pp��vr�16s �ubject fa �rr�rs and i � �� ; : _� ° � �.� � 5. G,�4f�.,4G� SEP�++►f�TiON . � y �,�;� 1. GAR�4GE/DYV�LLlNG S�PARAtTfON SH,�U.. �� f �(3ti�$CUG�'IOi9 (�(J�t�iYt�it�8 �� P� � � FIR�i'aP�D 1/2" 6WB, �4PPLfED TO lNE G�41v�GE�� iQil �� €�Pi �t�� o, v�.. , /�LL CaA�R�4GE 5URF,4GE5 ,4t�.l0lNih�G DYVEL.LlNC75. . � p�� tla gr �r�in�nce. ��,�� n��,�. r�fa �+ �1�> Ra.t[��sY!r-si It �y� A�TT1G P,ND GR,�WL SPJkGEa. 5i"f�UG'NF�4L 5UPPc�� t� �l�3ICI i��3�/ �tld i�Pi4�f�d��i� j� SC�t110W �q. 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' ' JO P��(5L�PING RM1 ATi'!G: 10 P5F{h!O 5TOi��P•C�E) 20 P5Ff5TG7RaGE) DEGK 10 P5� DE,4D LUf4D 40 P5F LfVE LOfkD 5T�41R5: � 6U,aRD/H�,NDRA�lL: �DO# p'r L,p,�p � 7NE TOP DF RaIL ' UL71M,�'i� L�51GN WIND 5f'E�D: 110 MPN/85 NOMIN,4L NllND EXi'05i1R� G,4TEGC�RY: ' B R15K C.,4'FECGORY: - . If METkOD: l+�5GE "1-10 MW�P5 7'OPOGR,4PHIG FAGTOR: kzt = GOMPC7i�lE�l7'S d GL4DDI �x-r�w�� s5u� r.� G' +6 r�� .......--"C� �C�'�• � 5�5MIG D�51GN G�47E60RY: D ��t��`� 5E(51riIG IMPORTWVGE FaGTOR: . 1.0 ��C�� '��LIJ��✓� SITE GL.,�55: D . �� . PROGEDUR� USED: . A�SGE -10 51MPLIF ; SHURT PER10D A�GGEL�TfON: 1� 2 JUL 0'�-' 2D16 1 SEfAND ?�C:C:EL,�R�TON: ' �� . 5�15MIG FOR,GE RE515TIpiG 5Y5T�M: ,h.15 . DE��(CN B� SHEAR: ON FfkGTQR: .�� . Cl� C3��C11��a' SNEGi'F�4L RE5POh15� ,4GGFL.: 0.83 5 ��i��' � ' 0.43 {1 __ �_ 501L . . . . BE4RMG G/ii'AGITY ,455UM�D �T 2000 P5� i�I PL�4N5 OR ,4 .501L5 REi'ORT B1' f4 C�41f4LIFIED 501LS ENGINEER. �:R'1"Fi PRES'5UR� �455UMED �T bO PG� EQUIY,4LET{T FWID PRE�55URE �'OR BpSENIETIT WA�LLS ,WID 30 PG� FOR G,4AITILEVER R.EiAINING WaLLS. . Gd�� 5'fRFNGTH OF GONGi�'i� SHALL BE fG= 25pp' F?51 MINIMUM FOR GONGRE'f� NOT F.XPt7�3ED TO YY�f4l'H�R EXGEPT GAR,4GE �LOOR 5LAB5. MINIMUM GOMPRE551VE STR�NGTH: 2500 P51 a7 28 Df�YS 5 1/2 5r4GK G�MENT PER GU/YI7, MPJG. 6 G,4L.. Wr47�R PER 4� L8. 5�4GK OP GEMENT. MftiX ' 54UMP 4". MA�CIMUM A�GGREGA'TE 512E 1-1/�" STR�NGTH O� G4NGRE7� 5H,4Lt_ BE 300C?, f"511�T 28 D�'�'S, 5 3� SA�GiC C.EMEhIT P�R GU/Yi7, FOR GONGRETE �XP05�D. TO WE41i�lER, G.�4RAGE �LOOR SL.P�S ,4Ni7 PORGHES fiND FZEi',41tVING WftL15 EXP05EI7 TO WE,�7HER. F�CT'�RIOR Xr YYP�1-K5 AND 5L4B5 TD BE �IR ENiR�N �; 59b N�t M�RE Ti-1,4N 7�. ��,. -�� d� IT i�INFOtZGING 5T'�EL �5'TM A-b15 GR�VE 4O REC�U�f �� FQR: .� : ❑ Gc�anic�l El��fri�l ❑ Plumbing Pi�,4NflNC� UJ�BEFZ ❑ Gas Piping NNl�5ra OTHERVYlS� h1Oi�D OTt f'LAlVj O . PL4TES ATSD 51LL5 5TUD5 . ..fDISTS ,4ND Rf�TER.S P05T5 .�ND FiE�D�S . B�4M5 GU1�Lr4h�l f3Fr4M5 (51MPL.E 5P,4N) GW-L4M BE,a,N15 {01/�RHf�NGl�tGJ DEGK J01575 I7�GK B�AMS ��-�: � b�f�� P R�VED �� '�. #� ��a�� . �� a� �h� :.:: J 2 3 2016 ��'�� 0� �� `�:.if of Tukwila .-:�:; ' :- • • �U LIC 1l�/orks � , Q� City c�fi iu!<°1r;la .. ��i ��lC3i�l HF"57UD G�f,DE" HF#2 OR 'TJ!" OF#2 D�#2 C1R" P�+Rf4L4,4M" 24� Y4 �4F VS ' P.T. HP s�2 � P,T. DF #2 RECE►VED CITY OF TUK�'JILA ,U� 2 0 2016 PERMIT �ENTER . JAMES-,41Vt��R:+GN t��31C-�N, R�'.5. �sa�vna�. .a�zr.�rrr�crr� /�D!'��" .��/_ �1 ^w� . ��.�c� ��a�' �'' l� . � � " '"�.(t �-"�'O�'�;?:� GATHEWh1E /tiNI7ER�ON REGI57ER�D AIZGHi'f�GT 1a62b '16i1-1 Ave. NL ��4 Lynnwood, WA a8036 f4?5) TJb-6�66 T'Ei_EPHOIV� � �-d� a'" �� , ��;o�� . ' 1 �'�c i �` Gol...11i �:� ,� /�� (•\ ��` '�'� ,t,1 ,�`� � � �� ° r..._.� -- --' � __._ _. .�— � � - I_ � ...... �. ._._. .r �. _ .� � — --..-. ...� �.....,... _... ...... _... ____ -- — � . � �L � ' �. � r� �,,, i � ��r ��.-- � . ... �i'� _� o� . _ �� ..- ._.r��.� � , � � i � I : � i . :� � _.-,� _: .x�.�a�;�. � �. � � � �i .Q�..�,a .. ... �. . . .._. . . � � + .� . � � 1��7�,� �� 'Z�.- �.--�� " .�.._..._ ._..___..^.__.. .._ . 4 � j j _„ _.... . �' ... . � I � �. � �-. --- , , ; - _ �. , ,. r,� Q _�� _ _ .. _. � ._.__._..__._...... __._ .. , � � _� � I � � , � �� ,�,�,, � � _� . �� ,� i - I � � � � , I ... � � � lt �` � � ► _ ' � � � _ , + .J- � � dl � I � � � �n � ,� � � � � � ,, � �� +� � � , ; �►, , �,, I� � � !, ,�� i i � _� :, � " ryj -� f �li/ � �, .,• !�� " � 0 � � � �. � -� � � I �t1 t` ( �'' � I �- � . � ... . : . .. .. ...... ......._._._...__.. ........_.._..... ,, � , a _____ ._._. . � � � � - � -- -- - - - - - - � - r„ � � .. _ ... _ ...._ � � i�'��s � � . � �� `� �.�� r�� ( � "� n�-� I � � � �� ` � i,�i �'� �� J� � �� N 1 _ ` � _�. _ � ��l _ � _ _ ._ _ � _. _ ._ � I ..�ir�..� � � . � � ' . � . � .� '_�� . � � I . . . . �� y .S . . 1 ' +.�Z�� . c�.tv . ( } � ,, .�, � � 1 —.�-" '� � � 12 .!` t� . � . .. ..-�I - - � � '� � �_.... ...._. � ._.. .... .�... ___. -�- �-- �� " �� b ._._. ,...�. _,._. -... -- -- -- `- _" �,�- � 'r t + ,/� � +l �j � (1 � � '�%� i �' 1" �� -. ��r% i� e�•� ,�� ,�•� t 11 � 1 �� .y,� N�o�� '� �'-� �•a -�1�.. . l�� ,i� `�� " I�%�`, . * . � I i / � �e ,� �fl�� _ � � -�„ ,.a�r.A,H��: � �� '� a �•� ;� ��a xu;�r.�ew iEARWALI. & HOI.DOVUN NO7ES (U.N.v.) : ) Simpson or equal. Lacate at end oF shearvvati u.n.o. Install �r manufacturer recommendaUons for faundattan minlmum end sience and emhedment, deepen foundatien as required. �,� Construct c�ipple walf same as shearvvall (SVtI} above, and �ble-end same as shearwall (SUi� belaw. �j Requi�es 3x ar (2) 2x faundatior► sfl! plate �) Threaded rod and couplet as requfred. i) Common naiis, UNO: 8d=0.131"x2'r4",10d=0.iA8"x3", Zd�p,1�4g"X3�h",16d-0.162"x3'h",16d sinker-0.1a8"x3%4". ij lnsiall Hi's on all tnassesfrafters, A35s at 2�°olc on gables & m joist (o� solld bikg) to top plate {sitl plete at fdn) u.n.a.; Whsn pecified spacing is less than 24"n/c, lnstall A35s at roof saitd �Ik'ing to SW tap piate, and install N1 or H2.5 cn all russes/rafters. LTP�, LTP5 or LSS� can be suhstiluted for A35. :onn. per Simpson Strong-Tie or equat. 7) M(nimum 3x or dbE-2ac stud Ism'd w/ (2)-16d @�" o!c at abutting pane! edges. ;8J Anchar bolts shall b� embedded at Ieast 7" 3nto concrete; lhere shall he e minimum af two botls per piece with one boit loqted not more than 12" ar (ess ihan seven boit dfameters fron each end of the ptece. 2x min PT, u.n.o. ,,.� ^ HQLDOWtd SCHEdULE �� HO D W ! FAS'fEN�RST STRAI' � 'i t� -S�DS MfN U. T � LS'i'HQ0l8RJ (2�)- iBd , ANCHOR' _�.._. Date: 1/18/20t6 Job #: „ � ,,,_ COMMEN'i'S �1 F'��.�`# �N C�'�i�f� �.�� ,�r � Z%�}41 �'�jc �2'' �tJ L� �r"�r/i�'�,��. �. NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required in all �ew concrete footings. The electrode shall consist of at te�st 20 feet of '/a" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located ' horizontally within that portion of a concrete faundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. '(NQTE: 20 foot rebar shall be one continuous piece tiecl alongside any vicinity footing rebar and shall protrude 8" min. above top of foundatian wall near ocation of power panel.) `..::•�... ,..i:j`� :�� ' �� .,w_..._, .. �..� _.._..�... � `�N �� Ji� p �d� E��-'' � ---- r . - n ' d w � ` e r ! . n � � ' � � d � . � b ` p l � � . _.._.._ � ..__... ..;.. . GDh�G��T� SL,�� C��l ��G►�,�t7� 'Scale: 1" = 1'-O" �-�� ` � � s � IDF.NTIFY LOT LINES Lot lines shall be established on site and �nade visible to verify distance of building setbacics the fro�n lot lines, at time of Footing/foundation inspection, prior t�o pouring concrete. A survey may be requirea to verify lot lines. PLEASC NOT�: Setback(s) shall be calculated and measured froin the buildings finisli face or corner of tl�e building uea►•est the property line ai�d not necessarily measured from tlie eaterior foundation. FOOTING IN5PECTION (RE: Geotech report prepared for this site.) Over excavation reyuiring structural (engineered) fill shall comply with recommendations �s outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech � engineer of record shall verify the soils condition and provide an �n�nection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shal] satisfy specifications as outlined ('antarl� Pnuineers report ' for footing/foundation construction. � shall be presented to the building inspector at time of footin� 1nSp_ ec�_ � i��CE1VED C6iY OF TUKWILA ,�U� ?. 0 2016 �ERMIT CENTER J�4MES-�lZDERSGN S�E51GNt, P.S. 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GP.S �URNAGE � ^� 5Ui'f'LY AlR � GOMBUSTION '�'r FURNAGE /41R � w.-..�� INSUI.P�TED SUPPLY DUG'�5 R 8 ""'�"" Small DweUing Uni#: �i credit �. 1 credit is given to houses less than 1,500 square feet. and with a maxi�num q��N,4GE INTEGR,�TEi7 WHOL� HOUSE VEN71L�4TION 5Y5TGM . window and door area of 300 square feet. This credit also applies ta additions lcss � . than 750 square feet. � � --� � � � - .___ ..... .... ............. �=.. --- _.._ ...: r-- .. .. _ _ � RE � T�U�w1LA CiT� � C ' J�4t� '� 0 201� � c�a�� , , �ERtVlli C��TER ST��c��, �,4ME5-�hlt?ER50N i7E51GN, P.S. r�in�tvr� ,a�cHrr�c7vr� p�� . � ��G �� IA :�%,Gd�ln ��- �1�,,� .,� '� GPsTi�lERINE aIVDER50N REG157ERED A� �� 930 DAY't'Di`I 5T. %�b EDMONDS, WISc. 48O2C} (425) '7'16-b"J66 'i'EI�PHONE/F�UC SHEET � �j' 9 r iV-�!' `" Vi�/'.�V6r�1 �� 4`. . � ' l � • �G,�LE 1" _ �4'-O" ��1�i�- �V� �i.��-��7 : f- �N� � �� i�-�v - . � = ?�I � ��.,�-' �• � �,, ! Zr�,S r� W� �= �" �� 2 . . . �� + ,�(' �'%�,�,�' _3 ....... .... ...... �,T�.v . R 11J �.1,�...i�l...._�*'�.� 50.�. I�'�� . �.'.��%i� , 0 \ 15 LATERaI_ BRAGING GONTINUOUS 1.,4iERaL BfiAGING iP SP�+T�! 15 GREA'1�R TNAN 16 FT PROVIDE �4Ll. THREE l..f�TERAL BRAG�S IF 5P,4N IS GREATER TH,4N 24 FT , _ .. ._ _, ., � BRAGING RooF sH�►,�tiN� �8d NA�IL5 � 6" OG EDGES 8d N,6+14.5 8+ 4" OG Gf�LE EDG�S 8d NAIl.S � i2" OG �IELD IF TRtJ55 SP�N > 40 FT OR �nd STDRY, IJSE 10d N,41L5 TRU55 GOMPRE5510N Y`tE8 GCJNTINUOUS LATERAL BRAGE(5} NAiL (¢J 16d A.T EAGN Y`i�B 1 45 DEGREE Dt�hGON,41. 8Ft,4GE aT G?�B4E ENDS �4ND NIP Mf�,STERS REPEAT aT 20 �T INTERVAI.S MAI4 T4 OPP051TE 51pE OF WF81 BOTTOM GHORD AND GEII.ING � �,�BL� ��1L`� i�U�S Si��GI�lG► %��T,�IL -� � ' � ` • Ho sc� ............ ..�_.. . _ .__...._w__.....__. ..... _:_...._._._..._......_._,_. � � 1 ��4 �N�� p 1 2�16 � �'t�1 o�`�u�ila v��pING ��v�s,�� 1� RECF�VED CITY OF TUKWILA ,�U� 2 0 2016 pERMIT CENTER J�4M�5-,4N1��iZ54N 1�E51GN, F'.5. RE5/L7ENTIAL .4RGH1TEG71JRE p�� ;�� ' �C'��' { �� !� � r a � �� '�c��'�� GATHERINE ,4ND�i250N REGlS'i'�RED AfzGHI'T�GT 330 D�YTON 5t. �6 EDMONI�S, N1�. q602d (425) "J'Ib-b"f6b 'fELEPHON�hX � � � 9 A / DATE W'� � 5MF�T G� i �� : �w.� � � �W 1 5w. i : . - - �•� � , � � � i �.�'' � . _. _ �� i � � ,�� , ! �.� j ' `" . I � .�.t .W��.� ,�. �'�r' -t' � E . .,,_,..�.... .,. .�.. __.___� .._ _... ... .._.._..... � . .. . . ...... ..�--.... . .. _ . ...._ . _ _ . ._.. , . _._... .. � ., .... , ..._ ._._ _. � _.. � — ...� —.. � .� �.. J �� '�s�1• '�iW'J� '�rVS/ :. " �' �` �,, 'C ,�.� . �C'.� �. � '�•� r � �� . , .� , FI�'.5T �LCJGR SH�RW,�L�. L.,�YOLlT 1/8��-1�_G�� , vEGONt� FLOC7IZ SHE,�kRW,�LL L,�kYGUT '!/8"=9`—�� NAILS p�f� SW . . . ._ __._....._.__..._ . ......._..._ FLOOR R[Mf BLKG SCl�l�b WAL�. � SOLld BLKG � {OR t�00F GABLE} � �A5� pLAi�E . � DIAPFIRAGhi P�R CaNNECfI�N � # A35 pER �UGE N/�IlS —�.,� EdGE N�IlS � S�RUCE N�T�S ,.,� SW SCFI�U ..��f A , . , DOU�L�-SIpED SN�ARWALLS! INT�RIOR S�IEAnWALLS� & .. � �XiEliIOR SfiEAAWt�I.i.S EXTERIOR SHEAf�V11ALLS @ CANTlL�VERS SUUF SI-IE�RV�AI.L FL�QI� �RQOF GABLES) CONNECTI�NS, TYp ( � iV.T.�. . � __ � �� . wai� BnsE �u��r� �- w�t� ___..—._�._�_.._._ ..... . .... . .. CONNECfION .. ..... .. DIAPI�IRAGM PER ; � f- W11L1 PER SW SCI��D —� STRUCi NOTES �APICFIOR5 P�R I2IP�l/DLKG --� APICf�OftS nER SW SCl�ED 5W SCNED EDG� NAIIS FOUNOATtON �� - Zz SII.L U.N.Q. � !/-- Zx SiLL U.N.O, PEI� 5W SCHEd rdUNaATION p�� SW SCfiEQ i�Et� f�LAN -�. �� '� P�R PLAN SN�ARWALLS TO FOUNDATION 5HEARWAI,�S TO Fl.O�R iq F011NDpTION y I SVV� I SHF�1RUU/�t � RA�F i�i AT� R► Fnl I�Ina'rrnni rnninr�rr�rnn�c ~rvn I N.TS. �.J ROOF D(�IPRFIAGM P�ft STitUCT NOTES - EUCE fJAILS - souu E�LOCKING - WALL - � Fiz.5 M1N �1 �iLL �nar �Er��Ens il.�l.0, @ 51�IF}IRW/�L15 5i�1�ARWALL w/ TRU55 Ott t�AFf�n BEARING � �. SWf� SI-IEARUVALL RQQF CONNECTIQNS, TYP • N.T.S. a� LS5Q @ SFI�IRWALLS • PEi� SCIjED T 1 1.4 �(i� • ,: sE��nw��s 2X I��f �G' -�'4 Z -Z�C _. �l Z - �,t��' � (�� 'e (Qi �sw �� P��r� 2� �,I�f� INT�f�l41� �HE,��:�LL. Y'V� HOLL��JY+��t � y �5�.ale• 1" = 1'-O" � ----- ! M -� �s5o � 51�fEl�RWi�LLS �'En SC�IED T �iz.s C� a��. fto0r- MEh�dERs ':• . :.�•��.. 2X f�l�l t�G -�''D Z, -?„� _ �z- �uv�� i��t� � — w �� P�� HULDC}V11N SCHEDUL-� oale: f/i8/2018 � � Job #. � SHEARWALL & fiOL00Wht NOTES {U.N.O.j : MARK HO OWN ! FASTENEf�S TO FpUNDATiON COMMENTS (1) Simpson ar equaL La�ata at end of sheanvell u.n.a �nstall STRAp + i {2}STUDS MIN U.N.4. ANCHQR •{�Ij(4y ' per manufacturer recommendations for foundelton mfnfmum end H(stsnce and embedment, deepen foundaUan as required. T 1 LSTHD618RJ (20j -18d . N/q (2), Construd cripple �yatf same as shearwall (SVI� ahove, and � gabie-end same as sheacwal{ (SVN) below. . (3} Requires 3x or {2j 2x foundation sfll plate (4) Thr�aded rod and coupier as raqulred. {5) Commonnefls, UN0:8d�0.131"x2h",10d=Q.149"x3", � 12d=0.148"�Gi%", 16d=0,182"x3f", 76d s[nker4.148"x3'/.". � (6) InstaN Hy's nn all trussas/rafters, A35's at 24"o!e on gables & rIm joist (or�lid blkg) to tnp plaie (s(il ptate at fdn) u.n.o.; When speciBed spacing is less ihan 24"olc, instali A35s at roaf soltd blk7ng to SW top plate, and Instail H1 ar H2.6 an aU • irusseslraftess. LTPa, L7P5 0[l.550 can be substiluted farA36. Conn. per Simpsan Sirong-1ie or equaL � (7) Minlmum 3x or dbl-2x stud lam'd w/ {2j-16d @ 8" o/c at abuHing panet adges. (B) Anchor boits shall 6e emBedded at Ieast T' info concrele; Ihere shall be a minimum af fwo bolts per piece with one hplt ' located nat rnare than 12" or less than seven hait dfameters from each end of �Ce piece. 2x min PT, u.n.o. , 9•Atl sheel�in us 6e S cfu 1 I sheathin U.N.U_ SHEARVIIALL SCHEDULE � oet�: t�,e�zo�s � �o� �: I.� i U SWFJ�ITHING - APPLY TO SHEATNiNO EDQE NAtl.3 •(B) ROO� TO TOP PlA7�, ' ' MARK HASE PtATE SILL PI.A'iE ANCWORS w/ •{2� 2x HF 57Ui}S @'IB"o!o ALE. EDGES BLOCKEB NAILS •{8) ��-�OR TO TpP PIATE 3" x 3" x 114" WAS�iERS •{8j U.iJ.Q. BELOW'(9) de no! penetrate pest ttuah & SILL PLA'TE *(6) . SW-1 7/i8" OSB Bd (a� 6" o/c (12" o/c fleld} 18d @ 8�" alc A35 (r� tB " olc 8/8"Sfix40" AB's Qa 48 " o% SW 2' 7l18" �SB . 8d @ q" o% (12" o% fislc� 1Bd (u� 9" oIc A35 (a� 24 " o/c 5t8"�Ju'10" AB's c@ 80 " ota � �IA r . :1� �� _.._. .... ._..._. _. _.._..._' ._..__._. 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P,� TION OF . . , >;;� '� - . �_ ,� . .,�. � � ,rr,f,,�..J�,,1 r i. � . f.-,r<< � NE 1/4, SE 1/4, SECTlON 10, T23N, R4E, W,M. � � • % r. f i � :�� - ,'� ��,�%' . , REVISIONS .. ;�j � �`� � ,f.� ; '.� f �; � � .., '��:��;%�/ , � iBM 109.68 � � \�f f �Fff''�.�� '� .. , ,� f j; ` �' SET CAP "22594" IN � � py . .. . , , " J `' � ', FOUND 3/4" IRON PIRE OUND 1.5" IRON PIP£ � \ `�\: ; � •, ` '�;+J., . �� , . w :• -1�, I . , . . � �� f .: , ��:. � %;, j;��,,;r'%'. � ��» � 0.4' NO�tTH & 0.8' WEST a I � \ \�\ �;� �'�,,`;.f`.� ' � W w w- WATER MAIN (8"DI) �� - -�-�. . I /; � %fi.I' j ; r I DEG�UOUS OF CALCULATED CORNER �\ . ,i +,,� - ,�:i • .�, i . � � ,: . � � ;,�;:�, �,, F,� � . � . _ � �r��,. ;r; �r1,� L� WATER METER . � . . � T � � � ��f'`/�� '',,LI � l�u - - _ .._ �' \SJ�. f,:�� ;,:��; � . s s s- SANITARY SEWER MAIN� 8"PVC) � . ;`;; , �,;,; t . 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