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Home My WebLink AboutPermit D16-0164 - DOAK HOMES / LOT 9 - 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. D16-0164 DOAK HOMES LOT 9 5021S122 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 57 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); RCW which protects attorney-client privileged 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 9 5021 S 122 L N D 16 -0164 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 '" Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov COMBOSFR PERMIT Parcel No: 0179001864 Address: 5021 S 122ND LN Project Name: DOAK HOMES - LOT 9 Owner: 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 Permit Number: D16-0164 Issue Date: 9/18/2017 Permit Expires On: 3/17/2018 Phone: (206) 246-6587 Phone: (206) 246-6587 Expiration Date: 8/13/2019 Address: 11812 26TH AVE SW , BURIEN, WA, 98146 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,500 SQ FT SINGLE FAMILY RESIDENCE AND A 240 SQ FT ATTACHED GARAGE. Project Valuation: $202,505.25 Fees Collected: $46,573.37 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: TUKWIIA 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 2014 2014 2014 2015 Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling%Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Volumes: Cut: 40 Fill: 20 Number: 1 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. Signa Print Date: 7 ( lJ �i / 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: 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. 9: 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. 10: 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. 11: 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. 12: ***BUILDING PERMIT CONDITIONS*** 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 shall be at points within the upper one-third and lower one-third of the water heater's vertical dimension. A minimum distance of 4-inches shall be maintained above the controls with the strapping. 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: ***MECHANICALPERMITCONDITIONS*** 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 walis 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, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 49: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 50: 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) 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 euilding 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 INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0610 ENERGY EFf CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 0200 0409 FOOTING DRAINS FOUNDATION WALL FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 IATH/GYPSUM BOARD 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0705 REFRI6ERATION EQUIP 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH-IN GAS PIPING 0701 ROUGH-IN MECHANICAL 8005 ROUGH-IN PLUMBING 5070 SANITARY SIDE SEWER 0602 SLAB/FLOOR INSUL 0704 SMOKE CONTROL TEST 0702 SMOKE DETECTOR TEST /, 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 5130 WATER METER - PERM tILA �y � iS�-v 'qJ' �%�� ,� - ;s, O(, '�..'"4j": `�,� �: '4` �'+fla• �"`'' Q� v,il�\ �.:: � ��1908� � CITY OF TUK� -LA Community Develop�,.ent Department Public Works Department Permil Center 6300 Southcenter� Blvd., Suite 100 Tukwila, WA 98188 http:'i��v�v. I�uk�vilaWA.�� Combinatio,. . ermit No. �� Project No.: Date Application Accepted: � '�-� I�D Date Application Expires: �'L'� � �_ 1 I � �ror o�rce use on�v/ �D I Q COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mai] or by fax. **please print** S1TE LOCATION King Co Assessor's Tax No.: � �%�l�� 8�C �% Site Address: Jr 0�� 1� � a a N� L AN� ARCHITECT OF RECORD Company Name: � A��S- ,/�d��'i,,SlN �PS l �/ Architect Name: C�� 5,�� Address: � / � � � �/� � � S,{ � 6� l/ City: � N/v �ov� State:�'A Z'p�9�f j� Phone�'��— %/J•� '6 / �� j � Email: I31App1icationslForms-Applications On Line�2011 Applications\Combination Permit Application Revised 8-9-I l.docx Revised August ?UI I Page 1 of 4 bh � PROJECT INFORMATION — � ^ � Valuation of project (contractor's bid price): $ � Scope of work (please provide detailed information): �B/1� Sf r' tiG��GyJ O /�� 4C� � S/i1/Si�E' 7-'A�vui ly r�Ps � c�,Pivc �2 e,� ��C� A��`��°� C'�-/�� P . DETAILED BUILDING INFORAMTION — PROPOSED SQUARE PROJECT FLOOR AREAS FOOTAGE Basement 15' floor � ��^ 2" floor �}�� lf Garage carport ❑ -D 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. M ECHANICAL: o v Value of inechanical work $�d �G � juel type: ❑ electric � gas � furnace <100k btu / appliance vent _,� ventilation fan connected to single duct _� thermostat � wood/gas stove water heater (electric) emergency generator other mechanical equipment PLUMBING: / ��v ov Value of plumbing/gas piping work $_�9 � bathtub (or bath/shower om bidet _� dishwasher floor drain � ]avatory (bathroom sink) �_ sink � water heater (gas) lawn sprinkler system clothes washer shower water closet gas piping outlets H:Wpplica�ions\FormsApplications On Line12011 Applica�ions\Combina�ion Permit Application Revised 8-9-I I.docx Revised: August 2011 Page 2 of 4 bh .� r�PUBLIC WORKS PERMIT INFOR. _TION- � Scope of work (please provide detailed information):�pr�� i (�p /q�� /3 �fP�"/�/� �i oo`Cu,p S�� 1�'7 �i 7� P/�' S'C'/�L°! C e.. S P �C.9�2 ��c'r/i� G%/�A/NA�E� �� Y/LC� /v c�cJ �'i/1�y3�E' '7"' Ya �'YI �/�/ .�1 r'1 IY) P , Call before you Dig: 811 � Please refer to Public Works Bulletin #1 for fees 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 c�rrent septic design approved by King County Hea(th Department. SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): � Civil Plans (Maximum Paper Size — 22" X 34") ❑.. Technical Information Report (Storm Drainage) �. Geotechnical Report ❑.. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance Agreement(s) 0 ❑ ...Hold Harmless - (SAO) ❑ ...Hold Harmless - (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑.. Right-Of-Way Use - Potential disturbance ❑...Construction/Excavation/Fill - Right-of-Way...❑ -or- Non Right-of-Way.. ❑ ❑.. Total Cut _�� Cubic Yards ❑... Work In Flood Zone ❑.. Total Fill �{ Q Cubic Yards .�.. Storm Drainage �.. Sanitary Side Sewer ❑... Abandon Septic Tank �".7'rench Excavation ❑.. Cap or Remove Utilities ❑... Curb Cut �'.. Utility Undergrounding ❑.. Frontage Improvements ❑... Pavement Cut ❑.. Backflow Prevention - Fire Protection ❑.. Traffic Control � ❑... Looped Fire Line Irrigation ' Domestic Water " -�.. Permanent Water Meter Size ............... 3 " WO # ❑.. Residential Fire Meter Size ................. " WO # ❑ .. Deduct Water Meter Size ..................... " ❑.. Temporar;� luater Meter Size .............. '° y�rn t{ ❑ .. Sewer Main Extension .....................Public ❑ - or - Private ❑ ❑ .. Water Main Eatension Public ❑ - or - Private ❑ FINANCE INFORMATION — 7'HIS INFORMATION IS REOU[RED TO BE FILLED OUT WHEN REOUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydraot(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: WATER METER REFUND/BILLING: Mailing City Day Telephone: City State (�p State Z�p H:�Applica�ions\Forms-Applications On LineL01 I ApplicationslCombination Permit Application Revised 8-9-1 I.docx xe�a5ed: n��5, zoi i Page 3 of 4 nn PERMIT APPLICATION NOTES —. 'LICABLE TO ALL.PERMITS IN THIS . LICATION — �� Value of construction —]n 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 shal] expire by limitation. I HEREBY CERTIFY THAT 1 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: r�/L Mailing Address: t � � � �ED A ENT: — 1 -1 �nA f� �i^ � F---- 6r� A�� S� Day Telephone: � �� a��l — 6�p / � �iA ��! Y� �h�� City State Zip , H.\Applications\Forms-Applications On Line�201 I Applications\Combination Permit Application Revised 8A-I l.docx Revised August 2011 • P2�C 4 Of 4 bh , „� .�. _. - � BULLETIN A2 TYPE C PERM`IT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME �� A/� �Io�3� e S' i1'� <--- PERMIT # If you do not provide contractor bids or an engineer's estimate with your permit apptication, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. APPLICATION BASE FEE Enter total construction cost for each improvement category: ,�"� � ' � c� c� �ov � -�?- �v Mobilization Erosion prevention Water/Sewer/Surface Water RoadlParking/Access 250 (1) A. Total Improvements . � � �� . 3. Calculate improvement-based fees: 7 5 B. 2.5% of first $100,000 of A. � d�' C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 1� R� � 7 S� (4) 5. Enter total excavation volume �� cubic yards Enter total fill volume Z�?' cubic yards .. Use the following table to estimate the grading plan review fee. Use the � r�� ---�------ GRADING Plan Review Fees � �r r e- (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION �y (1+4+5) $ � J�a s % � The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/ptan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shafl be charged 25% of the Tatal Plan Review Fee. R��ElVED ��TY OF TUKW��A Approved 09.25.02 Last Revised Ot/15/16 JUN 2 � 2016 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE P�AN REVIEW AND APPROVAL FEES DUE WITH APPLICATION "' ' PW ma y adiust estimated fees � _ 6. Permit Issuance/Inspection Fee (B+C+D) $ /�� :�', 7�" c6� 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°l0) 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 � =� v cg� QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1 S` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 15t 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the l s` ] 0,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 15' 100,�00 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 $ („� � � � c9) r �t � � R i BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) . C. Water Meter — Permanent'k t� /�� _�, �. � U�`' D. Water Meter — Water only'� E. Water Meter — Temporary'r * Refer to the Water Meter Fees in Bulletin A 1 I1 o v Total A through E $ �i ��' ADDITIONAL FEES 2�,�,� A. Allentown Water (Ordinance l�} $, iC'� � � , � % B. Allentown Sewer (Ordinance 1�� $ ��}�pp� � a 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 $ 1. �'/ �� - I. Other Fees $�~c $ f ��,C��lo� r Total A through I llUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 2J $.`� ��y � 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 01l15/16 WATER METER FEE Permanent and Water Onl Meters Installation Cascade Water Alliance RCFC 01.01.2016 —12.31Z016 $625 $6005 $1125 . $ l 5,012.50 $2425 $30,025 $2825 $4425 $7825 $12525 Tem 0.75" 2.5„ $96,080 $150,125 $300,250 ✓ Meter $300 $1,500 3 Total Fee $6630 � 16,137.50 $32,450 $50,865 $100,505 $157,950 $312,775 � ' ' � � � � � ' � � PermitTRAK $44,793.85 D16-0164 Address: 5021 S 122ND LN Apn: 0179001864 $44,793.85 0.75 INCH $6,630.00 CONNECTION CHARGE R401.379.002.00.00 0.00 $60.00 METER/INSTALL DEPOSIT 8401.245.100 0.00 $490.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $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 8640.237.500 0.00 $6,005.00 DEVELOPMENT $2,357.60 PERMIT FEE R000.322.100.00.00 0.00 $2,353.10 WASHINGTON STATE SURCHARGE 8640.237.114 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 $252.00 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 $146.32 TECHNOLOGY FEE R000.322.900.04.00 0.00 $146.32 WATER SERVICE FEE $11,216.05 WATER ALLENTWN/RYAN/FOSTER PT R401.379.004.00.00 0.00 $11,216.05 � � . � � . . . � � . . Date Paid: Monday, September 18, 2017 Paid By: DOAK HOMES INC Pay Method: CHECK 9158 Printed: Monday, September 18, 2017 9:41 AM 1 of 1 �� SY57EM5 PermitTRAK D16-0161 Address: 5008 5122ND LIi DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0162 Address: 5009 5122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0163 Address: 5015 S 122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0164' Address: 5021 S 122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE D16-0165 Address: 5027 5 122ND LN DEVELOPMENT PLAN CHECK FEE PUBLIC WORKS BASE APPLICATION FEE Apn: 0179001858 R000.345.830.00.00 � R000.322.100.00.00 Apn: 0179001862 R000345.830.00.00 � R000.322.100.00.00 Apn: 0179001863 R000.345.830.00.00 I R000.322.100.00.00 Apn: 0179001864 R000.345.830.00.00 I R000.322.100.00.00 Apn: 0179001865 R000.345.830.00.00 R000.322.100.00.00 0.00 0.00 � �� 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $8,676.59 $1,790.57 $1,540.57 $1,540.57 $250.00 $250.00 $1,779.52 $1,529.52 $1,529.52 $250.00 $250.00 $1,663.49 $1,413.49 $1,413.49 $250.00 $250.00 $1,779.52 $1,529.52 $1,529.52 $250.00 $250.00 $1,663.49 $1,413.49 $1,413.49 $250.00 $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 ��+� � f _ ; C > srsret�s 1NSPECTION RECORD Retain a copy with permii �� by INSPECTION N0. PERMIT NQ. CiTY OF TUKWIL.A BUILDING DIVISItJN 6300 Soufihcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit (nspection Request Line (206) 438-9350 � RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 Op. Catl to schedute reinspectia�. INSPECTION RECORD �`�_O�� Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Slvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Lo� �� p.m. � REINSPECTION FEE REQUlRED. Prior to nexfi inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. hV" INSPECTION RECORD Retain a copy with permit � INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DtVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proiect: Tvqe of Inspection: Date 0 a.m. �Approved per applicabie codes. � Gorrections required prior to approval. � RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit ��e�� `� INSPELTION N0. PERMIT N0. CiTY 4F TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (2Q6) 431-3670 Permit Inspection Request Line (206) 438-9350 � Appr�oved per appiicable codes. � Gorrections required priar to approvai. � REIIVSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 5outhcenter Blvd.. Suite 100. Calt ta schedule reinspec#ion. INSPECTION RECORD � Retain a copy with permit �� 16 INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #10fl, Tukwila. WA 98188 (206) 431-3670 Permit 4nspection Request line (206) 438-9350 � Appr�oved per app#icable codes. � Corrections required prior to approval. � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suiie 100. Call to schedule reinspection. INSPECTION RECORD !� Retain a copy with permit �"�— ��"� ` INSPECTION N0. PERMIT Nd. CITY OF TUKWILA BUILDING DIVISION 6300 Soufihcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection 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 6300 Southcenter Blvd.. Suife 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit �� -016� INSPECTION N0. PERMIT N0. C1TY 4F TUKVI(IL.A BUILDING DIVISION 6300 Southcenter 81vd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 t--t . . .. . . , � � RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection. 1NSPECTION RECORD Retarn a copy with permit ��0�� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670 Permit inspection Request Line (206) 438-9350 � Appr�oved per applicable codes. � Corrections required prior to approvaf. U paid at b300 Southcenter Btvd.. Suite 100. Call to schedu[e reinspection. 1NSPECTION RECORD .D(�� Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #10Q, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Corrections required prior to approval. � REINSPEGTIOfV FEE REQUIRED. Priar to next inspection. #ee must be paid at 6300 Southcenter Blvd., Suite 100. Call ta schedute reinspectio�. INSPECTION RECORD Retain a copy with permit �� br� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Appr�oved per applicable codes. � Gorrections required prior to approval. COMMENTS: �"✓' h�! Date: � %� � R�xNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedute reinspection. INSPECTION RECORD Retain a copy with permit �� 16� INSPEtTiON N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Saufihcenter Blvd., �100, Tukwila. WA 9818$ (206) 437-3670 Permit fnspection Request Line (206) 438-9350 � Approved per appticabte codes. � Gorrections required prior to approval. � REINSPECTiON FEE REQUIRED. Prior to next inspection, fee must be paid at G300 Southcenter Blvd.. Suite t 0a. Catl to schedute reinspection. INSPECTION RECORD Retain a copy with permit p��b �� INSPECTION N0. PERMIT N0. CiTY OE TUKWIIA BUILDING DIVISION 6300 Soufihcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � REINSPECTION FEE REQUlftED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd:. Suite 100. Call to schedule reinspectian. INSPECTION RECORU Retain a copy with perrr�'rt D��04 INSPECTION N0. PERNiIT N0. CITY OF TUKUVIlA BUILDINC DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9818$ (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ns ress: � 01� 3 nspgction: 3-4- zot ate Wanted: a.m. 3�/Z'2o1� p.m. proved per applicabie codes. � Corrections required prior to approval. ate: �� _ � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD Retain a copy with permit �1 � p�� INSPECTION N0. PERMIT N0. CITY OF TUKWII.A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Aol�r� �,cc�t�� t�aU�/�!� ��' 1�%� Address: Oate Called: ��i �', /� �,L' %i�i Special Instructions: � �•�— � Date Wanted: .m. � � �-i g� C�S FiR�-pL"� 11�'�z�'� RequesCer: —....— RGI.�i� -/� W��2h1�liM1P� Phone No: � Appr�oved per applicable codes. � Corrections required prior to approval. nspector: Date: Z 'z % �� REINSPECTION FEE FtEQUlRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD �_ iNsrEcr�oN rvo. Retain a copy with permit �� PERM T N� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Praject: Type of Inspection: �k /%�1 �' �C� 1 Address: Oate Called: �-af �, /��Nl� �.1V, Special Instructions: Date Wanted: I� a.m. �t�rlli�C �� .m � ic��L ��y��'� Requester: —` 7�'t�rrNe�- 9�'ti �S �°''�'�R�� '�� Phone No: �Appr�oved per applicable codes. � Corrections required prior ta approval. nspector: Date: �� j-ZZ-/� � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. � INSPECTION RECORD Retain a copy with permit �C�� INSPECTION N0. PERMfT N0. CITY OF TUKWILA BUILDING DlVISION � 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of inspeciion: �o/�K t-1�t�„�.S U��avR -�� Address: C7ate Called: SO�I ,5 . f � 2NN� �✓Y� Special Instructions: ��— � Date Wanted: a. 1 � -/.�� 7 p.m. Requester: Phone No: � Appr�oved per applicable codes. � Gorrections required prior to approval. COMMENTS: - K v�.o r�'fe F'�-oo p M � N �� IDate: — r�. �%�� REINSPECTION FEE REQtJIRED. Prior to next inspection, fee must be paid af 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ,I Retain a copy wifh permit �� `� INSPECTION N0. PERMIT N0. CITY OF TUKWIL.A BUILDING DIVISION 6300 Soufihcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of inspection: �,6� 1� � s- rz�l�c�- ' ��rib�a .�tri�s Address: Date Called: ��/ �'; �2zN� l..N Special Instructions: Date Wanted. . �,; � fb` �� 1 p.m. Requesier: Phone No: � R�INSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. CaU to schedute reinspection. 1NSPECTION RECORD A�� 1� � Refain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (205) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: - � J-i�Wt� /�0(1C�--/ .�' Address: Oate Called: �� ; �a��vv � Speciai Instructions: Date Wanted: a.m. �0�'9 ��-�-►7 Requester: Phone No: � Approved per applicable codes. � Gorrections required prior to approval. COM MENTS: ,�/� /�'!"Rm�7` a� �1,��' �'✓a� -�r�-'� nspettor: C0�3'% � RflNSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � 1NSPECTION RECORD �1� Retain a copy with permit �� J� � INS ON N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISIC)N . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspectian Request Line (206) 438-9350 �Appr•oved per applicable codes. � Gorrections �equired prior to approval. � paid at 6300 5outhcenter Blvd., Suite 100. Call to schedute reinspection. �• INSPECTlON RECORD .,�/� _�e�� Retain a copy with perm�t INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIV1514N 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20b) 431 3670 Permit lnspection Request Line (206) 438-9350 � Appr•oved per applicable codes. � Corrections required prior to approvai. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspec#ion. � 1NSPECTIC?N RECORD � (�' Retain a copy with permit �j� �d�� ° INSPECTION N0. PERMIT N0. CITY OF TUKWIL.A BUILDING DIVISIDN 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicabie codes. � Corrections required prior to approval. MENTS: nspector: � REI(VSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspec#ion. INSPECTION RECORD Retain a copy with permit � t.!I r� --- � l/ i�: PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: � � '� S� 1 Type of Inspection� �✓ � �1 �j � ; � Address: �� r, _ �, ��-¢,.__. _ __ Contact Person: Suite #: �`��,y�='�� .� i.r;� !�;� , �.,� Special Instru�ctions: � Phone No.: � '(� � � 5 . 1 Z2r �,'�l �/ .l�" I Approved per applicable codes. � Corrections required prior to approval. "—� COMMENTS: �. �•.�,'�-t�--� � � � Needs Shift Inspection: Fire Alarm: � Monitor: Permits: , Inspector: Sprinklers: Hood & Duct: Pre-Fire: Occunancv T� Date: H rs.. �$100.00 REINSPECTION FEE REQUIRED. You will receive �n invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Word/Inspection Record Form.Doc J � Company Name: State: 3/14/14 T.F.D. Form F.P. 113 ��+� CITY OF TUKWILA �} � Community Development Department � �, Permit Center 6300 Southcenter Blvd., Suite 100 � �� Tukwila, WA 98188 Project Permit Center/Building Division: 206=431-3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 RESIDENTIAL HEATING AND VENTlIATION COMPLIANCE FORM (Complete Sections I and II for Group R Occupancies 4 Stories or Less) MECHANICAL PERMIT APPLICATION NO.: ` BUILDING PERMIT APPLICATION NO.: � /1%� G Site Address: �l� a2 1 S% Z��l�.L �?yil� U L� l� �. I. WASHINCTON STATE ENERGY CODE HFATING. DESIGN METHOD (select A, B or C below): A. Q B• ❑ C. (� System Analysis -1N:S.E,C. Chapter 4(submit documentation) Component Performance Approach - W.S.E.C. Chapter 5{submit documentation) Prescriptive Option - W.S.E.C. Chapter 6(for prescriptive, complete the following calculation): House Square Footage (heated space): /.`� �' �' X 20 BTU/h RcvitWEp FCJ� � _��' C'L?0 Maximum BTU of F��j�,�tp�tNCE � Heating System Installed, (check system type below): ��P�� 1. ❑ Electric Resistance �UL � 1 201� 2. ❑ Electric (fo�ced air) ' /� , �/ 3. �, Other Fuel gas eat pump) CI of Tukwila , BUILDING DIVISIQN II. WASHINGTON.STATE VENTIIATION AND INDOOR AIR OUALITY CODE (select A or 6 below): A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). B. (� Pr��criptive Ventilation Options = W.S.V.I.A.Q. Section 303 (select one oE the following�: 1. Q Ventilation .using Exhaust Fans (Secfion 303.4.1.) " ❑ Exception for outdoor aic inlets -�orced 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 303.4.3J ' ❑ 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: l��i-'Q d 2. House Number oi Bedrooms: � 3. Required Outdoor Air Table 3-2: Minimum - '� � cfm Maximum - . l. / 3 efm Elfedive: 7/1/02 �PPIicMion;lhe�tirip an0 vaMilation syqem - form R6 (7-2002) :y��:;rlVEi) �::��..s' a3�= TUKW1/ILA JUN 2 0 2016 �-��'��i ;� CENTER � � :� �' 1� T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERING ;�,14525 -148th Avenue NE {Suite 132) Woodinrille, WA 9807Z (206) bb9•5218 off �425� 489.41b8 faz t@civitsiteplan.tcro , k� *�. `�'' November 18, 2013 :.. Doak Homes, Inc.. -„ ,;�,,,��,,�.�,�- ._., . . � � 11812 26�' Avenue SW ' '�" �� '�� , � Burien, WA 98146 RE; GEOTECHNICAL EVALUATION REPORT FOR RESIDENTIAL BUILDING FOUNDATION Lots 2 through 10, Doak BLA L08-0404 (Sls` Place S.) �� ti�F.�� VIF�.,�,��i�� , ��p�� ' JU� a �. ��'�� i _ V INTRODUCTYON �� '�� This report presents the resutts of our research and investigation of the above ��%��«� 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 builditlg lots that vary in size from 2500 sq. ft. to 4386 sq. ft. The site is loc�ted between 51g` Place S. and 50`� Avenue S. just north of South 124`� Street. See Figure 1 for a Vicinity Map ac�d Figure 2 for Soil Test Hole Locations 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 ma#erial more than 10 years ago. The site generally slopes to the northwest on an average grade of approximately 2%. No surface water was observed on the site. SUBSURFACE EXPLORATION � 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 strati fication encountered was as follows: �; E G�{ V E D TP 1: 0-3' Brown/grey silt loam �Ii`� Q F T U tC VV ��. l� 3-9' Crrey Coarse�sand, loose, dry ,k 5�� ";�� `�'� �. � �� ti TP 2: 0-3' 3-6' 6-9' Brown/grey silt loam Grey/brown fine sand Grey/brown medium sand ��w� e�r�T�� CITY OF TUKWIL.e Page t ot's NOV ,� 01013 , I��, I'i '� 1':-,- „ ,�> ,, ��: /'t�� T.L.SCHRIEVER, PE, PLS, CESCL EAND DEVELOPMENT ENGINEERING ��+�1d325 • 148th Avenue NE (Suite 132) Waodlnville, Wa 98072 (206j 664-5218 off (423) 489.4ib8 fax t@chrilsiteplan.com ►t 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'-6' Grey Silty fine sand 6'-9' GreyBrown �ine Sand TP 7: 0-5' Brown/grey silt loam 5-9' Brown rnediurn sand, loose 9'+ Wet In our subsurface exploration we determined that the soils on the site are generally alluvial soils consisting of fine-medium sand with silt lenses to depths greater than 8 feet. The depth to the winter season water table or restrictive layer is asrimated 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 finish 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 far an allowablE bearing capacity of fifteen hundred (1500) pounds per square foot. The foundation walls should be designed to resist the lateral earth presswe imposed by an equivalent fluid with a unit weight of thirty-f ve (40) pounds per cubic foot. LateraI loads due to wind or seismic forces may be resisted by friction between the foundations and the supporting subgrade. A coefiicient of friction oi 0.40 may be used between the structural foundation concrete and the supporting subgrade. The passive resistance of the undisturbed natural soits may be taken as equal to the pressure of the flnid having a density of three hundred fif�.y (350) pounds per cubic foot. . The wall pressures apply only for a maximum wall height of ten feet. It is assumed thax no hydrostatic pressures act behind the wall and that no surcharge slopes or loads will be placed above the walls. If surcharges are to be applied they should be added to the above lateral pressures. Heavy construction equipment should not be operated belund 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 walT design criteria assume that the backfill will be well- 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. �;. ... . ''s�'.��.�_t.s� Page 2 of 3 , .. �k��'E�?1 3, , �� T.L.SCHRIEVER, PE, PLS, CESCL LAND DEVELOPMENT ENGINEERIHG -�� 14525 -148th Avenue NE (Suite 132j Woodiaville, WA 98072 (20bj 669-i218 off (4Z5) 469.41 b8 fa: t@civilsMeplan.com L' Based an the above design criteria, it is anticipated ihat the total settlements 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 subgrade or on structural fill. Excavation slopes should not exceed the Iimits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. Hawever, 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 slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1 (H:V), extending continuously between the top and the bottom of a cut. Groundwater exiring cut faces can result in rapid destabilization of the cut. If groundwater is encountered in any of the cuts, we recommend consulting with the geotechnical engineer prior to proceeding. Drains, rebuilding the cut ��vith quarry rock, or temporary shoring could be required to mamtain 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 t�at foundation drains be placed at the base of a11 foundationlearth-retaining walls. These drains should be sunounded by at least 6 inches of 1 inch-minus, washed rock and then wrapped in non- woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similaz matenal). At its highest point, a perforated pipe invert should be at least � inches below the bottom of any slab or crawlspace floor, and it should be sloped for drainage. When foundation drains are not installed, we recommend a geotechnical engineer inspect the foundation excavation to verify the soiUwater 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. Our report is based on observations 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 interpretations should not be construed as a warranty of subgrade conditions. Within the limitations 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 a# the time this report was prepa.red. No other conditions, expressed or implied, should be understood. Sincerely, Timothy L. Schriever, PE Enclosures: 1. Assessor Map showing site 2. Soil Log Location Map. .C=�� _ : � >u13 .., ..., . Page 3 of 3 W DaAK VILLA,GE GREEN VICINIT� MAP N � � 0 6 � :�� SITE PLAN scaF: ,-�,flo' \• ` POR1i0N OF NE 1/4. SE 1/4, SECTION 10. T23N, R4E, W.M. CITY OF TUKWI�A, KING COUNTY, WASHINGTON TAX PARCEL N0. 0179001855 � . � �r' �1��1 , .��Jir:� ��-.�� . � �Y, � 1 : 1 �'f►a. �_ r Citv �f 7�a�kv�ila Department of Community Development - Jack Pace, Director May 17, 2017 Darryl Doak Sr. Doak Homes Inc. 11812 26th Ave SW Burien, WA 98146 RE: Request for Application Extension #2 Permit Number D16-0164 Dear Mr. Doak, Allan Ekberg, Mayor This letter is in response to your written request for an extension to Application Number D 16-0164. 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, � �� n � Rachelle Ripley Permit Technician File: Permit No. D16-0164 Tukwila CityHal! • 6200Southcenter8oulevard • Tukwila, 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, PermitTechnician Re: Application No. 016-0164 Doak Homes - Lot 9— 5021 S. 122"d LN, Tukwila, WA Dear Mr. Rambo, REC�IVED CITY OF TUKWIL� MAY 1 Q 2017 PERMtT CEiVTER We would like to request extension of permit application number D16-0164 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 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 # 206-372-2280. Sincerely, � �� Darryl E. Doak, SR President Doak Homes Inc. Office # 206-246-6587 � Reques* for Extensian # � Current Expiration Date: %0 � 1 �'Extension Request: � Approved for � days ❑ Denied (provide explanation) `.� Signature/Initials _�� / siiizoi� 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. D16-0164 DOAK HOMES - LOT 9 5021 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 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, � `_'�� Bill Rambo Permit Technician File No: D16-0164 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 C�tvof Tukvvita Deportment of Community Devefopment - Jack Pace, Director November 16, 2016 Darryl Doak Sr. Doak Homes Inc. 11812 26`h Ave SW Burien, WA 98146 RE: Request for Application Extension #1 Permit Number D16-0164 Dear Mr. Doak, Altan Ekberg, Mayor This letter is in response to your written request for an extension to Application Number D 16-0164. 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 extensior� to the permit through June 20, 2017. , If you should have any questions, please contact our office at (206) 431-3670. Sincerely, i� ' �� . Bill Rambo Permit Technician File: Permit No. D16-0164 Tukwila City Ha!! • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwitaWA.gov iVovember 9, 2016 City of Tukwila Department of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Attention: Bill Rambo, Permit Technician Re: Application No. D16-01b4 Doak Womes — Lot 9- 5021 S. 122"d LN., Tukwila Dear Mr. Rambo: REC�IV�L"i CITY OF TUKVVI�.t� NOV 14 2010 PERi1�CT CEf�iE� We would like to request extension of permit application number D16-0164 for the work proposed by Doak Homes, which is due to expire on 12/20/2015. 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, Dar Sr. L p�� " `'�'� � Darryl E. Doak, SR President �oak Homes inc. Request for Extension #� Cell # 206-372-2280 Office # 206-245-6587 Current Expiration Date: ��—' �—�� Extension Request: �Approved for �� days ❑ Denled (provide explanation) � Signature/Initials _y�� 11/1/2016 Clty Of TL�kWlZa Allan Ekberg, Mayor Department of Community Development Jack Pace, Director DARRYL DOAK SR 11812 26TH AVE SW BURIEN, WA 98146 RE: Permit Application No. D16-0164 DOAK HOMES - LOT 9 5021 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 12/20/2016. 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 Officia] 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: D16-0164 6300 Southcen.ter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1 � •■•�' �� ,• 1 / PERMIT NUMBER: D16-0164 PROJECT NAME: DOAK HOMES — LOT 9 SITE ADDRESS: 5021 S 122ND LN X Original Plan Submittal Response to Correction Letter # Revision # Revision # DATE: 06/20/16 � before Permit Issued after Permit Issued DEPARTMENTS: 1� ,�fJ �•21'« �v, ,�1(� t�•�•!C/ � ii� G'�•�CP BuiYdin Division Fire Pcevention Plannin Division g � � g � uw�n �� 3 ��° Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DaTE: 06/21/16 Not Applicable ❑ (no approval/review required) REVTEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑� Corrections Required ❑ (cof•rections entered in Reviews) Notation: Structural Review Required � DATE: DUE DATE: O%�19I16 Approved with Conditions � Denied ❑ (ie: Zonrng Issues) REVIEWER'S 1NITIALS: DATE: Permit Cefrter Use Ortly CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff ]nitials: iv�anois � 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.sov Parcel No: 0179001864 Address: 5021 S 122ND LN WATER METER INFORMATION Permit Number: D16-0164 Issue Date: 9/18/2017 Permit Expires On: 3/17/2018 Applicant: DOAKHOMES-LOT9 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,500 SQ FT SINGLE FAMILY RESIDENCE AND A 240 SQ FT ATfACHED GARAGE. METER #1 METER #2 METER #3 Water Meter Size: .75" Water Meter Type: PERM Work Order Number: 21640120 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 Residential Sewer Use �''rtification ��j King County Sewage Treatment Capa��ty 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 SG � / — .� — � .� � ,w c�� v P Property Street Address � �c� c., � � i�,c� /'� City State ZIP - �. ��r� l, ' //`V C Owner's Name ll�S/� � ot /� �t /� �P S'�Gc> Owner's Mailinq�Address C' - �� 6�6 ity State ZIP ao� ��G-- �� 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 �pli�� I Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Subdivision Number � Lot 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 � ..��ingle-family (free standing, detached only) �.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 32 ❑ 5 or more (0.64 RCE per unit) � No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) _� No. of Spaces x 1.0 - If Multi-family, will units be sold individually? ❑ Yes ❑ No Demolition of pre-existing building? 0 Yes �"No Was building on Sanitary Sewer? ❑ Yes S'No Was Sewer connected before 2/1/90? � Yes C�14'o Sewer disconnect date: Type of building demolished? Request to apply demolition credit ��ul�pP��ur�f dings? ❑Yes ONo C�-['Y O� TUKWILA JUN 2 0 2016 If yes, will this property have a Homeowner's Association? ❑ Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shal�¢��'�5 ��i�itji ��ge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential c s��mer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-477-5533. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of rrected data for etermination of a revised capacity charge. Signature of Owner/Representative ��r�`� G'�� Date ��A�P 2 0"a Q�� Print Name of Owner/Representative c 1��9�/'� y� F 1057 (Rev. 10/14) White — King Courify Yellow � Local Sewer Agef�cy Pink — Sewer Customer �,�:� �j Residential Sewer Use ('1rtification �KingCounty Sewage Treatment Capa��ty 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 S^G � �—.3 — l,�.Z .w c��,r-v P Property Street Address � �c,� c� � � �,c� /'� City State ZIP s��' T/ ` ` 1�� ,�v C Owner's Name �%�S/� � s`Z �' � /� � P S�Gc� Owner's Mailinq�Address �tl�i �-/?� P� �Stat _ P� � ao� ��G- ��,�g 7 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 �p I i� Y � (c�� Side Sewer Permit Number Required: Property Tax Parcel Number Subdivision Name Lot 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 � ..��ingle-family (free standing, detached only) �.p may be given under some circumstances. Multi-Family (any shared walls): D Duplex (0.8 RCE per unit) O 3-Plex (0.8 RCE per unit) ❑ 4-Plex (0.8 RCE per unit) O 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 0.64 = x 1.0 = 1.6 2.4 3.2 � � Demolition of pre-existing building? ❑ Yes �'No Was building on Sanitary Sewer? � Yes �'No Was Sewer connected before 2/1/90? � Yes C-I�fQo Sewer disconnect date: Type of building demolished? Request to apply demolition credit ��ulEipf��rljdings? ❑Yes ❑No C►TY OF TUKWILA If Multi-family, will units be sold individually? O Yes ❑ No �U� � � 2��6 If yes, will this property have a Homeowner's Association? O Yes ❑ No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shal�jlR��'� ��ip�if�i�h�ge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential cusfomer 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 prepald 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 information and any deviation will require resubmission of rrected data for etermination of a revised capacity charge. Signature of Owner/Representative �- �� Date �G�i�P � d"� �� Print Name of Owner/Representative C 1 i4�/'� � � 1057 (Rev. 10/14) White — King Cou y Yellow — Local Sewer Age cy Pink — Sewer Customer ��o:M � DOAK HOMES INC liomc 3?spaiiol Contact: Safety & Heaith Claims & insurance Washingtan 5tate �epaRmea�t af Labor & lndus�ries 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-"1,'[r�dex 17e1�i MyL,&1 Workplace Rights Trades & Licensing WA 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 speciaities GENERAL License no. DOAKHI'092NZ Effective — expiration 08/09/1991— 08/13/2019 Bond __..._....... CBIC $12,000.00 Bond account no. SC9910 Received by L&I Effective date 08/01/2001 08/01 /2001 Expiration date Until Canceled Insurance Developers Surety & Indem Co $1,000,000.00 Poiicy 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 Nelp us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601329337&LIC=DOAKHI*092NZ&SAW= 9/18/2017 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 Violations 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&IAccountlD 582,430-02 .............. Doing business as DOAK HOMES INC Estimated workers reported Quarter 2 of Year 2017 "0" Workers Account is current. L&I account contact TO / KRISTINE HATHAWAY (360)902-4817 - Email: HATK235@Ini.wa.gov Track this contractor ; j, Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes _ __..._ ..............._....._......_.._._.. No strikes have been issued against this contractor. Contractors not allowed to bid _ ........... ........... ....................... .................................... No debarments have been issued against this contractor. 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Br4'i�i SA�F�1'Y 1. H1KGY�'J 5ElUYYEk� DDORS SHALL OP� OU'iYV,AW7 ,4ND �NGL05URE5 5H,4f.L BE FlJLLY TEMP'Ei�FD OR L�4MfN�'CED SA��EtY GLA55. MiNIMUM TN1C.KhtE55 = 1/8" 'IEMP�RED. 1/4" l,.,�MIN,4T�D. 2. FLOOR TtLES �4T SHDNiEE�S AND Y`i�i �RF.RS SH�LL. B� 5K1i�-R�5l5TANT. ' 3. PtZOViDE S�GURE L'LOGKtNC� �OR A11. C�l�f3 BaRS p�R PLf�t, G,�+P,4BLE OF SUPPC3RTtNG A�O� IMPf�C.T L0,4D. � ' � l�. TRU55F5. � . 1. PRE ��BWC.,4iFJ7 `I'RU5aE5 5H,4LL BE D�5IGNED BY /4 WA5Hih1GT�t 5TR'f'E L1G�t5�D STRUG'NR�L �NGINF�R 1�ND iN puGGORD,41�tC.E YVCT'N THE P1.1�t RFC�t1iREMEhl75. SUBMIT . GOMI'L� SNOP f�R�t}NMGS i^!!1N Q+1GlN�R'S SF.P�L F�R ,4�'PRCNe4L PRIOR TO �,�SRiG�iiON. '1'FZUG�5E5 MUST B� STAMP�]7 BY ,�N A�PPRo1/E17 t�iP�NUF,4G7URER OR 8Y R � QUfkL.PiY C'.,C'JNTR4L �EEl�iGY SUGN ls5 fN�tiit�t6TC7�t Y400D ! TFU�S �,48RfG�+cTORS GC�UNGlL. 2. CAhI'Ci�uGTOR 5FiAU.. VERtf-Y' EX�4GT 5PAN5 PRIOR TO FP�BiZIGJ�TI�I. � .. �, p,pp�p�p i-}f4MGER5 A+IUST BE USF.J? �4T ,�Ll. Gc�i�1N�G;lt7i�t5 O� FU�1?�RS. J,hGICS. 4R iiEP 'F'RU55E5 TO A M�IN GIRD�R TRU55. NUN-B�R1NG PA�RTft1C�i5 BELOW TRU55E5 SH,�I.i. 8� 5�P}�J�+�T�D FR1�M 'f'RU55 WITN 51MF5C�t`t 5TG �ASi'�NERS. 4. i'RU55�5 SN�LL. BE BR,4GED TO PREVE�tT iZ�T�rTION Pd�tD f'RDYiDE L.14't'�ft�4!- 5TRfi3iL!'tY ,�t�IL'% ih15T�LLED IN AGGpR3?p�NGE YYliN TfiE MDt1tIDUPd.. 'fRU55 Q�51GN i'RU�/iD�D BY i�i� M�NUPAGi'URER. . � Q. 5KYL1GMT5 1. �L,�lNG SNALL BE tN51J1..�7EL7, flJLLY 'C�tP�RED, LAMIN�'i�17 G!.l+55 YHiiH MiH. .015" POLYVtKYL BUiYRaL iW7�R L�c'fER. 2. PROVII7� l� MiNINiUM 4" Gt1FZ8, Fl..�45NEF? A�ND GOUN'('�R �LPSHEV J�T TOP ?�ND BOTTOM AAIfl SiEP �LASH 51D�5. TN� UN1T SNAGL H�41tE fti GCINI�EhtS,P�TION GUTf�R ,4T 7H� !Al^�R �IVD. fNST/� PEi? i�If�tUF,�G"Nt2�R'S t1�t5TRUGTiON5, FINISM ,4ND �E.�4RE YV�l.L TQ C.ElL1HG P� Pl.}�NS. f'. �MERGEi�1GY EGi�E55 9. EVERY 5L�Pfr1G i�.C�OM �4Nt� BfwSEMEhIT 5H,4LL. NI�YE ON� t7i'ENABLE EMERGENGY ESG,hP� P�TlT3 R�SC.UE QPENlNG. TNE OPETt{hiG 51-IALL Hfi�YE ,4 M�JC{MUM 51LL. H�IGN'T O� 44" �30VE 7HE �LOGiR. R NET GI.E�R OPENINCy pF 5,'7 5G2. �1"., ,A► MINIMUN[ GL�RR H�IGHT C� 24", ft MMtMUM GLE�R W1D7N OF 2C7" ,�t�tl7 SHP�..1. BE C3P�R�4f31-E �ROM 't"l�+E IN51D� W17HOU1' SPEGI�L TCODLS OR KEYS. Gi�Ai7� �L.00R OPENIhl65 Ni,�'�►' Hh1/� a l�ET' GI�R MiP11MUM OPEI�IING OF S 5Q. Fi'. ' . Q �M4K�/Gr4'�BDN MG?N4X1L7� �RMS 1. Si�tOKE P�LhRh�iS SFGaL.i. 8E MC�tlhti'EU 1N �GN SL�EPIN6 ROOM P�ND SFiAd.L BE MOUt�tT�i� ON 'M� C•�il.MG OR YVaE..t.. OUT511� �GH S�PAR,4'f� 5l.�Pii�tG ftRER tN THE GQdERhL VlGIN11Y C� THE HF�OMS: IN l7f^�l.LiNC�5 WiTN MORE T1-l�N G�IE STURY OR, WITH A B,�SEM�T[T i4Ni7JOR NABi7?�BLE hTflG, 1�4 GiMI�lCE �sL�R� SHW.l. BE lN5TAl,.L�D ON �4GH STURY P�Nl7 1N i'HE B�iY�li. IN 5P1-[T LEVEL. STRUCiURE�,. Pi�71/lDE SMDKE AL.�R.h�iS ON UP!'�R LEV�L, UhlLESS SLE�PfMG ROC7M5 A�RE E.OG,a'TE17 Oi�t THE LOYVER LEVEEI,.., 'fHEN 5MDkE Al.,�RFiS ,�RE i�QU{RED ON BC�Thi I..EYELS. Al_L SMOKE �4LhR,MS 5!-II�LI. SE AUd1Bt� Ihl BQ7RDUM5. 2, SNtC�CE A�L,4Rt�t5 SHALL BE DItZEGT IME�D TO BUW7MG POWER !td NFJN GO1�t5iR3JGilOt�l ►^11T3iC�lJ`i' +� � DlSGUNhIEGT SriiTGH OT'NER TH,4N FDR OVf�i1RRENT PR4TEGTk�N AND MUST Hf�VE F3ATi�RY BAGiC-UP. ,P�L!_ 4i�H�RS Nif�Y BE E'3ATTERY OP�TE�J. '. 3. NWEN MDf� TNl�4N G�+EE �RM 15 F.EQUlRED. 7NEY MUST � INTERGONNEGi'EU �1�iD ONE ai..,4RM WtE.L. ,AGiN}47E ,4f�. •�. fOR.N�W GONSTRLtGiiDN P� G,4R8C�N MG'�1C�CIDE At.RRM SHhLL 8� INSTALLEC7 OU'!'S1DE F.AGH SEPPrf2.fi�TE �L.EEPING ,+�RE4. T. 5T,4lRS �41� C.�U,i6tiRl7t�fL5 � 1. PRc�/IDE P� 5'��IRl�`t�Y WIUiN O� 36" MtNih9UM, fZl�R N�(GHT c7� "i-3/4" ��MUM, MiNIMUh�I 'TREA3� L'q�iGTH OF i0" A+ND h�/8" M�JCIMS�M V�RlATION, ,� NUSiNG OF AlOT LE55 'fH,�N �'a" OR MOR� TH1�N 1-1/4" 15 REQUIRF.D ahI STfkiRl^t�4Y5 YVITN 501.ID W5�R5 UhtL.�55 i"RF�°d7 DEPT'H 15 11" OR GR�,4'fER. ' 2. NP�NDR,�4lL5 �l-L- BE PP.�OViD�D O� �°"�T L�P�ST ONE .�IDE OF �L1GHT5 i''�iTN 4 caR M�f� R15ER5. 3. WASNDR,�41L5 �L- BE PLP�G� 34" TD 3b" OFF N051NG A� SPAG� 1-i/�` MINfMUM DF� YV�!-L W17H � i-1/�" TO 2" DIA�M�R. SM� GRpSP P�ND �. N�L OR RETURN T- . 1/4" �4T ETIF75. � - . 4. PtZOYIUE 80"t"f(NIhfiJM GL�i� H�1�G0�"t +�BD�lE ' U , . . S�T,aiR T3G�SIt�tG. • 5. i'RCNI�E GUr�RDRP�ILS �OR ,P�R�i5 3O" ftiSOVE GRP�DE pi2 pS7„iqGENT FiaC.�S, W(7N �4 MMiMUM H�IGHT O� 3b" w�o n�-r�ra�i,a� ��..us-r� caR w�►�s ��c�v so.��r A 4" 5f'W� Gf�DT PA�a5,T1-tRC�JGH. ' '. 6. �iGi.+05EA t�Bi..E SPAGE UN17ER STAIF?5 SHA�LL H,4YE 1/2" GY�H3, FlREr,�E.L7 ON WP�L.1�5 ,�ND 50FFIi a. Pt�OViD� FIR�BL�OC.KMG Ihl GONGEA�LFD 5P?rG�S BET{NF�N ST�IR STRING�RS aT TG�i' A�ND BC7TiaNf 'D� E�l1N ?SND B�:'Ti^�N 5'[UDS ALOT1Cy PSD lN 4.iI�� YV17N t�IJN 4� ST�iRS. i� 'THE WALL Il1�1DER TWE aT,WR515 UhIFtN15HED. . ' . U. � EN�RGY �11� 'til'ENTILrt�cTi01�1 L EXT�R(OR .1C�tT5 P�ROUf�Ii� WIPtDDW I�ND D�C7R . F'RhM�S. 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OVERLA'f' 12" MMIMUM �4h1D �;XTEftD TO �OUHD,4TtDN Wa!-L 4. INSUl.P�'TE FiCJORS. WA�LLS P�ND ROOF PER PLAN `TO {�GHIEYE PROP� D�NSiTiES P�ND R VP�W�S 5. �� IK�'IION TO B� �AGE ST�PL,ED. 6, tN5UL1►�T� HIOT �1R DUGT5 IN MON�k-1�TED SPP�GES TO 1Z 8. 'i. iNSULA't'E 24" hT f'Ei�Ih�tE7ER OF 51.,,�485 �4T HE,hiED RDOM5 W!T'4i R-io RfGiD IN5UL�4714N- 8. lNaU1.P�lE HDT WA�7� Pi1'� TO R-4. q. Pi�OV1DE Za GPM. �L.UW R�TRIGTOiZ5 P�T 5h10Y.VERS. 10. W,�'tER HEt:TERS P3�D HEA�TING �QUIPM�FlT 5Ni4LL• Nf�ET' 1�t8'T N,4EGA. 1t. �LEGT'R!G !�V T+ANKS iN NON-H�"f�7 SP,�G�S 5H1�i.L BE P1..,�G�D ON � T+i�N-GOMPR�aiBLE SUR��4GE AND iHE Fl.ppfZ It•13UR,A i�7 TO R-10. 12. hfVAG �QUi�M�1T SH�LL BE 51Z�D TO ,4 MMfMUM 4F 100% �ND NLpJ:�tUM CJF 200% D� TH� DE516N LO� iUh10).. tN5TA�1..L,MG GGSITR�GTOR SHI+�L1- i'R�l/�D� 51ZIt�iG f4Ni7 t��T w55 c,�v.�s. 13. R�G�S$�D LI6H'fMG 5H,411. BE TYP� 1G L7R NOht '!G . iN51D� A�IR-7tGhT?55�MBLY i1/2" GY� BOX}. 14. , EX7�ND Y�tD BR��L�S TO ,h PO1KT 1a" VER'f(G,�LL_Y �BOV� 'PWE TC�' OF INSUI..�.i'!OK• 15. 50URGE 5P'"�I�IG VII�tTi1..�4TION REQUIR�METtTS: EXHAt15T �,e,T�t �lREMENTS: BhiNROOMS, LpUNURlFS ANE� POY+IDER �M5 5#�1r4l-4 H+°�V� MiMiMUM 50 GFM �+ .25 3^i.G. KITGHEhlS �t-i�Ll,. H�VE MMIMUM 1�0 GF=N1 �+ .25 f^i.G. RArNGE HOC)D �AN5. ' 1b. �XH1�d15T 17UG1' REQU{RENt�NTS: f.�IJGTS TO BE thlGiilLhTEE7 T� R-4 IH UhiG�q�l'TlC7N�D 5PA�5 B� �JlPPED YViTH ,4 6AGK DT2+��i' TiA�MPER, i�RMIN,h"fE OU7alDE THE BUIl..DiN6 �1V'�L.OPE. 17. � i'�Rt�f�TlE�iT G�R'('I�1Gh'iE SH�hL.t. BE P05TED Y'd11�itN 3' �h O� � P,fiNEL IT SHfaLL. LIST THE 'fYPE �1�1D E�flGifl�iGY �� H�TIh[G �4NE� WA�i'�R ME4i7hi17 �C�i11P. !T MUST G0�1T�1Nt DUGT LEA�K�C�;� Rh'I'E5 IkNT7 AIR L�EA�KAGE R�SIJL•T5 iF B1..OY�R i�OGhZ i�'aT Y�45 G4NDUGTED. 18. DUG75 SNAi.L BE 1.�4K 't'ESi�D .tN AGC'.ORD,4i�iGE WRN R.5�-33 U51NG M�C L�4KAGE R�7�S PER 504.10.3. 1a. E3UtLD1KG E�NEt-C7PE LF:.�KP�GE GON7RO4 5H{{l.L BE t�EOT > 5 alR GFlpt�tG--�i P�R �#OUt'� WHEN i"�'a7�D WITN BLDWER DOC�R. � �O. P� MIN(MUMi OF 759'o CJ� ?�L MT�FZiOR LUMIA1PdF'��r ,�`�^' ' pd1, pUTDpO�'c WMIN�41R�5 SHALI- B� HIGN �iG��p� R. SFGUi�1TY � --- - . ....._.. —._ 1. PROVIi1E 5EGt3t�fiY f4T ENTRANGE AhEi? G,4t�GE ' DOOfaS WIT'H h MMiMUM 1/2" THROY`i �E.�7 BOL.T YHlTH I.OGkS C�1..E YVI7NOUT SP�G{��E.. 4Wt'�Y`�Ei�GE, K�Y`'✓' �i3,�-, OtZ �C7RT. - GR}4T7E. iT7� 5�GJRITY �UR WEttDOWS < i0' �ROM �IN15HE17 �� _�''� S. G,�Rf�cCtiE �EPIZiiR�TIC�N � f1 Cr��31e�Vii �� I is ��b �# #o errors and o :� OnJ. ' c��L<}:f, � � , ��'�8�'� �, �4uu`�a€�.� ��:�? 1. bP�RAG�/DW�t.LING 5EPr4R�+'fiiOAi 9Ff�L1. C.C�N�a15T � � �lRE7'APED 1/2" GWB. A�'PU�t7 TO THE G,P+��E 51i�� '(l!!�I P�� pt7��T�l�i I�PI C�(�Ut'Y��iit8 d��$ il0� �L6i�l0Yl�� ,p aE.L G,4f�6E SURF,�GES ,�i7J01Nil1G DY�!-L�NGS, LfVt��'��f��11 �� f'i 1�+'1i1G ?+Ni7 GRAWI- 5f'A+GES. STRUGNt'�L SUPPOR'i'S ��do��d ��do �� vrdinancQ. �i��Qi�� 2��,�.�e�� mu� �� E�sav� � ��pov�� =6�Pd ��py mnd c�ndi�an� is �cknowledg�d: . . U5E 5/8" GNt^ 'M'E "X". ' �. A�iR QUG75 PEN� fR4llNG TEiE 5�i'lkt�i'lOht 5Nf4LL i3E �y: 26 f�,4lJfa� OR Hi41/� ,4N �PPt�DVED Dl�MPER. . �at8: ' 5. I700R5 �ROM Cti14RA�G� TO I?i^�L.LINCs SH�L.L S� 1-3/8" 501.1D C�URE. TIGNT �iTTi�1G. . --�- - � .... .. ---.. .. .—.. � city � "�'u�nrll� � �UILDtNC Di�/ISIt�� f , � .�� ixn� �,� � I»51C�N LC��7.� GODES � . ?Al2 If�I'TERl�tA.Tfa�lA�l. RE51D�Tt71�1.. GC?DE YVITH WP�5MIf�tCyTON . STi�'TE AND 5EpsliL� AM�iDM�N7'5 I� f{PPL1G,4i3LE �h117 �412 3^1,�5HINGTOld STATE �L�RGY GODE. � Lr4TEiZ,brL ,+�►N�4LY515 u 2092 i�ITFRNAi}C�V1�1:. SUlLDMG GODE -� A5GE 't-10 MW�Ra DIRECit09�t,44 E'�'.'�GEC�IJRE{lulndl P�� 'T-t0 51MPLt�'IEl?(�ei�mic) . n�i��c Lo,� � � iZ00�: . 15 P5F D�Af� L0�4D ?S P5� U1/E lAP�D �LCJOR: 10 P5F D�D LOAD 40�P5F LNE LO�t . 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F�R'i'H Pf�E55URE f455l1N(�D ,4T b0 �i'GF E.C�lIY,aE..EN'!' �WtD PR�55URE FUR B�M�htT h1Al.l.S �,1�tD � PGF �OR � •. G�AtTlL�R RET,WHMG SN,4E..L5. � . :' Gt7NGR�7'E , . 5TREK�iH pF GpNG{�EiE 5H�4LL. BE �fG- 250G3 P5t MlhliMl3M FC�7R GO1�tGRETE PiOT �kP05�D TCa Y+IEi4THER EXG�PT GAR�IGE �LOQi2 SLP�BS. M1NiN1UN! GOMPR.�aSt�/� SiR�NGTN: 2.G�tJO !°51 A�T 28 D�YS 5 1/2 5r+4GK C.�M�htT f'�R GIJ/YI'7. MWC. 6 6P�L. YVA'f�R P�R 44 4.8. S�GK O� G�Ntp�tT. Ml�X Si.,UMP 4", MPJQMUM .4,C�GREGATE 5lZE 1-7/2,� STRENGTi-1 QF Gl�NGREfE SH�LL. BE 300C? P51 r++�'i' 28 D/�YS, a 3$ SP+GK GQrtENT PER GU/YD. FOR GONGRE7'E �XP05�• . TO VYEftTI-ip2. G.4i�,4GE Pt,.00iR SL�35 ,4�ND PORGH�S P�b �r�� r+�..i..s �os�n ra w��. �coR WaL.lrS AND 5LA85 Tc'� BE f�{R �NTRps�N � � 59b NOR Mt�RE 7H,4t�t '79b. S��1�R.�TE P��;VItT - REQU�RFD FOR: �- REINFQRGtNG� 5'T"�L i M�chanica! +°5iM A-615 6RA�E 40 ElectriC�l FR,A�MlNC-� LUMSER � C� Ptumbin� � (uta� o'M�wi� No-r�r� c�t P�.�at�t) c� � Gas Pipir�g Pl.h'f�5 �khlD 51LL5 5'ND5 • .]0I5T5 ANU R�i'�R5 POSTS �rND HE4T�ER�s 6�M5 . . Gl.U-Lr4M SFJkMS i51h�IPLE SPAT�I) GW-i.�41�I BEPrMS (OV�4NC�MG1 17EGK .1D15T5 � L�GK B�M5 � 'P��`� � � 'JU� 2 3 20i� �Q�2p16 � ty of Tukwila na. � �'��-�� orks H�"5T11D Gi�4DE,• Hh�2 OR 'TJI" D�2. i�F�2 t�R" P�R/�LL-AM" �4F-1/4 24F-V8 . P.T. H� #2 P.T. IIF �2 �3�CF_lVED �ClTY �� TU�WILA . .i�� 0 �� h �ERMIT �C�NTER � .�`` . . : J}►►M� �tV37�RSGt�1 L'�E31C�N, F'.5. � R�'SJDB�l71AL..M1RGNIT�71JRyE . ��- �-�-�j� Ir�.c. "I��i� I'��+.�►`� F� . � i� �� G�+THH21N� F�ED�R�hl t�t5i�? ,4i�11'TEG7 1qb�b Tb7H Ave. Nk � Lynriuufvod, WA a8036 vo , _ (a�s) -rr�-tr� �wor�� "r1j---�� .� j {o � m �M1e'v.wwun.. �,�us.n`xw M. �"m'm G eumM,mwaA'- �pum�'�'a�.,, �. g. A �!d"i� �y � � �r�raa�-^ ,� c� � �^� 4k�rv'� � �r�.�.,yrow� • �, SHEARWAt.L � HOLpOWN NOT�S (U.N.v.) : (1) Simpson ar equal.. l.acate at end of shearvvail u.n.o. tnstaN per manufacEurer recommendatians for foundation mirmimum end distance and embe8ment, deepen foundation as required. (2j Construct crippte wall same as sheani+rall(S1fi� abave, and gabie-enc3 same as shearwall (SWj below. (3) Requires 3x or(2j.Zxfoundatian sitl plate (4) "T'hreaded rod and coupter as required. t5) Camman nails, UNO: 8d=0.'I31"x2'/�",10d=Q.148"x3", 12d=0.i48"x3Y.", 76d=0.162"x3'/s',16d sinker-0.14$"x:i%<'. �6} (nstat! H'f's on all frusseslr�fters, A35's at 24"afc on gables c� rim �oist {or solid blkgj to top ptafe {siii piate at fdr�} u.n.a.; When :, specifi�� spacing is less than 24"otc, install A�5's at roof solid ', bik'ing to SW top plate, and instai{ H1 or N2.5 on alt ' trusseshaft�rs. LTP4. LTP5 or LS50 can be substituted far A35: Conn. per Simpson Strong-'iie ar equal. (7� Minimum 3x ar dbf-2x stud tam'd w! (2}-16ci (d� 8" o/c at abufting panel et3ges. (8j Ar�chor boits shaif be embedded at least 7" into cancrete; fhere shai{ be a minimum of iwo batts per piece wiih one bott located not more than 12" or less than seven bait diameters from each end of fhe piece. 2x min PT, u.n.o. - .:��f� �...�. .. �.._�..-y....�.�. HOLD4'�� SCh��DULE MARK �S.�P-,► :� 2)-SiU17S MIN U.N.O. AN�HOR 1'-1 STHDB/$F2J �'Z/fl� 16d, �.. �.., NIA Date: �i��'}ri Job #: � COMMENTS 0 �l_ti' �i�N r�... .. r��;�� `�i�f�/Si "V' 11Sr..�'il��'J� �� ►�'� �.�.0. �� .�� j `o.c. �.�.o � '�X ' � (o" �>i�- /� �'� �,�r 2 �.� G �. aP ,�✓�#,V W� 1� Z 1-�i rJ ,r.- � G,�NG. „�%1�%'"� % �' � i 8 ;. ' • ' � , v � � v Q 1 ' _. �R'..�' i7!'�t�ih.i�' `lb�-��G��v��i �'1,�' L��'�,-G � G� ��' . C'iC�?�C+�'.�i'� 5�.�e� C7�1 C-* �?� �r_a�c�. 1�� 1�_r,�� ' IDENTIrY LOT LINES Lot lines sl�all be establisl�ed on site and made visible to verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring concrete. A survey maj� be required tc� verify lot lines. PLLASE NOTE: Setbacic(s) shall bc calculated and measured from the buitdings finish face or corner of the building nearest tl�e pra�,erty line and not necessarily measur d from the exterior foundation. � - - - --- -- - _ ----- � 1 S�EAR'�`�4,L.L SCHEDULE SNEATHING - APPLY i0 5��G �G� ��-S "t'j �K 2x HF STUDS @ 16"a/c Atl �DGES 81.00KED *t�� U.N.O. BELOW *(9) (do not penetrate past flush} SW 1 7t16" OSB Sd @ 6" o/c (12" o%fietd} SW 2 7116" dS8 8d @�" o!c (12" o!c fietd) ;: NE� 25fl.52 Grounding Electrodes. A cancrete encased grounding electrode is required in ail new concrete footings. The electrode shall consist of at least 20 feet of lh" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located -itorizontally within that portian of a concrete foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied a�ongside any vicinity footing rebar and shall pratrude $" min., above top of foundation wall near lacation of powe� panel.) , BASE PIATE IV}�lLS *(5) 'f6d @ 6 " o/c 18d @ 9 " olc ROOF TO TOP PLAiE, FLOQR TO TOP PLA7� & SILL PLA'fE'(Bj � A35 @ 16 " olc A85 Q 24 '�~ _. ... .._, REVIIEWED FQ�, �� Pua�c� • �1�i��civ�rl' �u� o � zols � �i�Si o�Tu�wila �I�ILDI�J� C�iVISIL�PV � �� .� �+�.....r� Qate: 3!'t0l2Q16 _ Jab #: � Sf1.L pL,q'f� ANCHORB w/ 3" x 3" x'fl4" WASHERS *(6) 5/8uf�x'i D" A8's @ �€8 " o!c S18"� 0" A9's @ 60 " o!c _ 0 -"—'—' C17Y OF TUKWILA � JU� Z 0 �Q��S PERMIT CENTER �. _._...,.��-----� J,+�ME5-J4t�tL�ER5G3�i t�ESIC�N, P.S. ... -- RESJDLN77,At. A�GtttiL�921R� ��- �-�� -�-1�� oG'�' �' � o� � p� � a j�,�pi� . �� . �� 330 LiAY7'ON 5T. #& d?MC�AtDS. Y�lA�. q8020 l�F25j 'T7b-b'766 7�LQ'HONE/FAX . � F I�'� �'/�� !}. 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" �=i��FIVED , �TTiG,�R� = 91Q 5Q F1' )C 144 = 139D40 5Q INGH�S CITY O� TUKWILA � 1�1VIDED BY 3D0= 437 5Q I1rlGH�S R�QUfREI� ,��$ 2 0 2Q�� F�4V� YENTING= YEI�I`iED BLOGKING REGtUIRE1� ll�i 1�i �c1/� SLOGKS = 2�$ � �� RMlT CENTER ��) 5D SQ INGH NET FR�E RUOF J�GtU= 25C7 SG2 1N TOT,4L. PROVf17ED= 4'78 5Q t1�E >�43'i i��Q � _._._ __�..__...__.. ..—_.. _.___. . _.._._________.---. . .._.. .... , �� .t,4MEs ,�Nl7EtZ,5GN I�ESiGi�l, P.S. �" ai�S,t�'e.'�1 � �ENTir4L.4fZGM1TEGTUFdf? • ,. .,`��ii'€i' ,:� " �' t t.i.� '.lr F'"� "" ' i��#i4��E��'� .�.��►4;.,�'! �I�� , ' � � � �c� � ; � �� °��:�: �f� �p�L.va�... �.�I�.l �� . Gf47HER E E�GISTERED ARGHi7�GT .� '. � ' NO SGAI.E � 1q626 76Tli Ave. W. #A Lynruuoad, Wh 9803& � . � i425j T?6-6'766 T�Li�'HON� - .'---'_'_ • • � i a i , `•�I ......-•--•--�._........._ .--.. ._—. � ' - . . � � ��i�� .G� �t �� (,�� ll�l h .� ,.� ��.�. �... �� ry�.��. �, , � r� ��a �.�� ,� �a, ��- ,�.+ � "�� • ! �` �� %► ��,,tt '� �ii► °�,, . � m 0 io �,� _ .��w�w ��, p.� .�� A � � " , _. v,�ti,��s �� ,. '� sa,* � J , Y . ! � 5G,4L.� '!"= 4'-0" _ ._ � � �=�� `°��„ g `' � � �� '� , �s � �i � �}�.�r.�. aYrTp�i�YEl:?;':� �?��WR p� v /i� f 4. �i:�' ��i"!-��1� S� �� =` �4J,_+ :.�M�s-,AcNT7ER501� T.7�:51C�1�i, p.s. . . - RE5l�l8�t77,4t_ t1F@GHR7FG77lRE b�� ` � �1� �� q �� c,�n��ir� ,�avn� ��t� ,�zc�r�r �a6� 7�-rH ,ave. v�. �� t.ynrn„ooct. wa aao�� (425J TIb-b'fbb TELEPHOf� � t�EVlEWED �'(�f� �� C�MPLIA[�C� ��P�� JUI. 01 2�16 �ify of i'u�vui(a �UILDING DIVISION �3��;F�IVEQ CiTY O� TUKWVILA JU�� 2 0 �Q�6 PERMIT CENTER DA'fE 3- to- �� 'Z, � � � �l i � . � . ''�.�. �r� ! �� i ~ -=-Tr--� }� � k ~-- � `�` �. � �v'�ti . �V11- Z- ,�� '{`, �`` .� ._„ �..., . '�'� � -''�'.�-'�+iti- 2- '' �� 5�t • Z � . ;\ � � • � 1�'► � FI�ST �LGC�R .SHE�f'tYV,�l.L. L�YOUT 1�8"=1•-G�� m �� ! : �x�-�r` �.- �. ♦ • • � . . .� . . . . �n�?..G:'�Y,� . . . . . . . . . . . � . . �� 'ri'-�� . s ' . ; , ��, :��x ��,�..��. . �a �IP �'i� ° . j � �Ili��.�� i�r�,�»,� r.�r.t�r.r. . -� ,�' � . 0 �� C-�� H�,�W,�LL L��'T�IL 5cale: no �cate . ...�...___._.__ ...... .... . . . . _ .. __ s — , � ....�....,._... �....__...,.:.� l'J' �Il f • � C�- '� _�} 5EGONt7 �LDCC.�l�. aHE�ciSW,4LL 1.�Y4UT 1/8��=1 �_t7�� FLOOft (tIi�JBLKG �QR �t04F G1�BI.E} � �DGE ��ILS EUGE NN�.S � �IAPH1il�Ghi PER S'f(ZUC? �iDTES N/�LS t'ER StN s�� wau BI�SE PIAT� �Q��o� �r��Arcwwi.�. � ��Luvwtv Nvr�S Eu.�v.v.y : (1 j Simpsan or eyuaf. Locate at end of sf�earwait u.n.o. Instali per manufacturer recommendatians for foundation minimum end distance.and embedment, deepen foundatian as required. (2} Cons#ruct crippEe wall same as sheanrralt (SVih above, and gabte-end same as sheanrvaN (SWj below. (3) Requires 3x ar {2} 2x foundaGon sill plate (4j 'i'hreaded rad and coupter as required. �S) Common nails, UNO: Sd=0.131"x2'/", tOd=U.448"x3", 42d=0.148"x3'/,".18d=0.162"X3'�",16d Sinker-0.948"x3'/,". (6} install H1's on all trusseslrafters, A35s at 24"olc on gabies & rim joist {or sofid btkg) to top plate (siU piaie atfdn) u.n.a.; When specif�ed spacing is tess than 24"alc, instati A35s at roaf so(id Wk'ing to SW top pfate, and instal{ Hi or H25 an alt frusses/rafters. LTF4, LTPb or LS&0 can be substi#uted forA3�. Conn. per Simpson SVang-Tie or equal. (7) Minimum 3x or dbi-2x s#ud lam'd w/ (2}-i8d @ 6" v!c at abuiting panet edges. (8) Anchor bolts shall be embedded at ieast 7" inEo concrete; there shall be a minirnum of two bolts per piece witiz one b�it Eocated nat more than 12" or less than seven bolt diameters frarri each ertd af the piece. 2x min PT, u.n.o. 9 Ail sheathin must be Structural i sheathin U.tV.O. HCiLDtJ�N SCHEDULE oet�: 3/10l2016 Job #: Lot ' � � MARK HOLDOWN! FAST�NERSiO FOU{VDAi'ION COMM�[VTS S7RAP " 7 (2)-STt1DS MtN U.N.O. AiVCHOR •(1)(�4) T 1 Sl'ND8l8RJ (20j - 96d sinkers N/A SI-l�/�R'�ALL SCHEDULE � t�at�: 3��oizo�s � Jab #: Lot .�� MARK SHEATHINC - APPLY 70 . SHEATHING �DGE NAtLS *iS) ROOF TO TOP PLATE. „ BASE PLP►TE Si11 PLA7E aNCH�RS w! ,��j 2x H� S'f1.JDS @ 16 oJc Ai.t,. 6DGES BL�CKED �R��$ ,,t�� FLC30R TO iOp PIA'1'E 3" x 3" x 1!4" WASht�RS't8) U.N.�. BELOW'{9j (do naE penetrafe past flushl & SlLL PiATE "(6) SW 1 7/96" OSB 8d Q 6" otc (12" a/c field) 16d @ 6" oic A35 @ i6 " o/c 518"0x10" AB's @ 48 " Wc SW 2 7/16" OSB 88 @ 4" o/a (92" o/c field) 16d @ 9" olc A35 't,u� 24 " o% 518"QJx94" AB's @ 80 " o/c sau� etr,� r rW� 1"�� 5W SC�iED DOUBE.�-SIDE� SKEAitWALLS, IN7�1�Qlt SNEAitWALLS� & E�FEIttOR Si�iEARWAi.L5 E}�TERIOR SHEA[tVllALLS @ CAiYTI�EVERS S�I� SHE�IRUVALL �LOOR �RO{�F GABLES) CONN�CTIai�iS, TYP �I.7.S. WALL 8115E P�,A� v�-- iN�IIL CONNECIifl�V 01�1P(�11tE1GM FEii \�.'- S+hIALL PFR SW SCH�D --�` SiRitCt' NOT�S f APICi�IDRS PER �[t�jg�x� -� �r�c��ar� �� SW SCI��!? EDGE �?AIiS , 5�1Ii SCi��D FOUiVDltTiON a% �; — zx 5ILL U.t�.�. FQU�tDAT1nN �� ZX SIll. i1.f�IA, PE�t SW SC�t�!? P�R 5W SC�IED � PEii PIAN —�.. , r..S'� P�ft PLAN . 5�i�ARWA1.t.5 i0 F O U N p A T I D N S H E A R W A L L S T{� � i. Q O R T O � O U M p R T I O N St�VB SHEARUUI�LL ��SF �[�TE & �OUNDAT�dN CONNECTIONS. �T�YP ROOj plAPRH�iGt� P�i: STRUCT P14T�5 EDG� NAi�5 SOL1D BLOCKING wnu ;: N2.5 Mitd (� AlL n00F M�MBERS U.NA. C► s��i�nr�w�� Si�EEARWA[.L w j iRU55 ai�� }�FTEi{ BEAfLti�G `"` ,� S�R SHE�iRWALL ROOF CONNECTI0�1S, TYP N.T.S. � � �� ' j ' k 1 �4� {'a �,'��, �' ,,�� , � �.. � iv # ��e �'AS e� � �y�� ° k � ts�a c.� - SHEAft+N�1LLS • PER SCHED� IJ�EiS _ �sso c� SH�ti�WAtlS F'Ef� 5�NEB T HZ.S fal ALL ROOF l�9�t48ERS R�vl�ww�� Foa " �pE COMPLIAN�� PP�tOVEC� � �JUL 0 �. 2016 .,`� t ��,. �. ��"%kwif� ��f I��IN�G �tVlSl�l� . �,��:1VC:Ca �� iTl' �� UK`��' '� � �Hl�a Si�iE��wntL J�� Z 0 �a� : c�� ` �`{'�� ,��: �'��1� p��►Vil'� CENT�� M��-,�Nn��sax a�st�t�, t�.s. r�tr��n�c. ,�rcHrtFc� , ��-�' �'�� -�-� �� ';�� . 1� �� '�-t�-�i I GA7't�! E AND�R50N i2EGf5T�RED ARGHlTEGT 390 D,4YTOhl 5T. �6 �DMOND5, Y`iA. �3002D (d2�) TT6-6'I66 'TEl.Ei'NONE/Ffk7C DA'fE �- �o•o�j �.�c—jC.� -7.-rt - J�f~ .. ..... 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PORT(ON OF . '� .-;1�;�� ., .,�, . . ,� ,� . , ,_ . ., , ;, 4 SECTI�N 1 fl T23N R�4E � '� `,;��,��_ ; f� � ..+� \' . � NE 1 �4, SE 1 / , � . , , W,M. R�visioNs , , �;�,�. ; ,�. � ,,,, �,�. ., �� ;�` � '��f� '� F� �"+f �`��;, % i ' � .TBM 109.6� ' ' • ` ( r'F}l;.'� , i . . . , . . . . Y.� �� ' �'� `l � � . * � �.. � . . � , f ; j, f .:-'' � SET GAP "22594" IN � . � � � � �\'� � ,f � � . L�� 4 • �u '�` `� 'I f�'�. I FOUND 3 4" IRON PtFE OUND 1.b" IRON PIPE '�• �; , / . � a. �.' ,s'.� 1� �r, t �/�J ;1 • , � ` , i 0 4' NORTH & 0 8' VYEST � � ' � � ' F�`�`� -.-_.__.__.�._.._. � � �' � � J� '� ;��'�'�f`� i 1,�" � ' ' A I , \ ��` �',�' �',,;;, �r � F � , w. W w- WATER MAIN (8"DI) ". � �,-�, i �'',' -f �� f�'',r ::'� ` OF CALCUl,A`�D CORNER _. 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