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Permit D15-0219 - BARRIER RESIDENCE - NEW SINGLE FAMILY RESIDENCE
BARRIER RESIDENCE 4603 S 124 ST D15-0219 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: 0179003005 Address: 4603 S 124TH ST Project Name: BARRIER RESIDENCE Owner: Name: SINGH SURINDER PAL Address: 812 S 132ND ST, BURIEN, WA, 98168 Contact Person: Name: DON ATWOOD Address: 5416 CALIFORNIA AVE SW, SEATTLE, WA, 98136 Contractor: Name: BARRIER CONSTRUCTION GROUP INC Address: 637 SW 153RD ST, SEATTLE, WA, 98166 License No: BARRICG894QP Lender: Name: SURINDER SINGH Address: 812 S 132 ST, BURIEN, WA, 98168 Permit Number: D15-0219 Issue Date: 12/8/2015 Permit Expires On: 6/5/2016 Phone: (206) 935-2712 Phone: (206) 883-3001 Expiration Date: 11/25/2017 DESCRIPTION OF WORK: REISSUANCE OF EXPIRED PERMIT APPLICATION D15-0007 CONSTRUCT NEW 3356 SQ FT SINGLE FAMILY RESIDENCE WITH 428 SQ FT ATTACHED GARAGE, 146 SQ FT UNCOVERED DECK AND 108 SQ FT COVERED DECK. Fire and Parks impact fees not applicable as the new house is replacing and existing house. AM511. Project Valuation: $446,900.36 Fees Collected: $5,901.78 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: V-B Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 10 Fill: 10 Landscape Irrigation: Sanitary Side Sewer: Number: 1 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature: &64/ A&A Date: I I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit an gree to the conditions attached to this permit. Signature:' '" Date: Print Name: A- S U'� F_ v t� N 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: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: 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. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 9: 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. 10: The land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 11: 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. 12: 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. 13: 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. 14: A bond or cash equivalent in the amount of 150% x cost of construction within the City right-of-way made out to the City of Tukwila for possible property damages caused by activites. 15: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 16: Prior to issuance of this permit Owner shall sign w/Notary a ROW Hold Harmless Agreement for work within the Public right-of-way. 17: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of the documentation from the business that performed the pumping shall be provided to the Public Works Inspector. 18: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 5'. 19: Since the house must have a fire sprinkler system installed, it shall be verified in writing to the Public Works Inspector that the fire loop system for the building contains a WA State Department of Health approved Double Check Valve Assembly (DCVA). This shall be done prior to final inspection. Refer to attached Public Works Details for 1" FIRE/DOMESTIC SERVICE and/or 1" FLOW -THROUGH SYSTEM. Backflow device is optional if a FLOW -THROUGH SYSTEM is installed. Coordinate with the Public Works Inspector. 20: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 21: Locate existing domestic water meter and existing water service in the field and verify location with Public Works Inspector. 22: Owner/Applicant shall provide Public Works Inspector a copy of a completed Falling Head Percolation Test, prior to installing infiltration trenches. 23: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft. _ $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works Final. 24: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 25: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 27: 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) 28: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 501.4) 29: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 30: 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) 31: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 26: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 32: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply_ approval of such condition or violation. 33: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 34: ***BUILDING PERMIT CONDITIONS*** 35: 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. 36: 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. 37: 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. 38: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 39: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 40: All wood to remain in placed concrete shall be treated wood. 41: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 42: 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. 43: 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. 44: 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. 45: 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). 46: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 47: 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. 48: 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. 49: ***MECHANICAL PERMIT CONDITIONS*** 50: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 51: 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. 52: Manufacturers installation instructions shall be available on the job site at the time of inspection. 53: 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. 54: 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. 55: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 56: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 57: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 58: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 59: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 60: 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. 61: 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. 62: 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. 63: 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. 64: 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. 65: 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. 66: 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. 67: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 68: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5000 CURB, ACCESS, SDW 0610 ENERGY EFF CERT 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 0202 FOOTING DRAINS 0200 FOUNDATION WALL 0409 FRAMING 0708 GAS FIREPLACE INSERT 2000 GAS PIPING FINAL 0606 GLAZING 8004 GROUNDWORK 5040 LAND ALTERING 0502 LATH & GYPSUM 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0608 PIPE INSULATION 0609 PIPE/DUCT INSULATION 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 5070 SANITARY SIDE SEWER 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 5100 STREET USE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SH EATH I NG/SH EAR 5130 WATER METER - PERM CITY OF TUKk ,A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.�-)ov Combination Permit No...hl �L—,Qqjq .Project No.: Date Application Accepted: —C Date Application Expires: use COMBINATION PERMIT APPLICATION - NEW SINGLE FAMILY Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "please print" SITE LOCATION y� King Co Assessor's Tax No.: Site Address: 3 � c�7N Z�7� S� PROPERTY OWNER Name: \ Address:rcyi State:DA- Zip;g`W CONTACT PERSON — person receiving all project communication Name: Address:,- City: G StateLOA Zip: Phone: � /y�.� Ea�c: Email: GENERAL CONTRACTOR INFORMATION Company Name: Address: City: a State/ 0 ,,4 Zip w Uf Phone: �j�,t% J / / Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name S Addresse' City: State/ Zip: j, Phone: ,(,q3 ^2 Zax.l� — Email „ e,-- ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State Zip: DAo Phon,q?s_ —7 5a..� Fax S 7 -7 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095). Name: /� P Address: 63 —7 City: nzpz6vu Stat Zi H:V.pplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 1 of 4 bh PROJECT INFORMATION — Valuation of project (contractor's bid price): $ Scope of work (please provide detailed information): DETAILED BUILDING INFORMMTION — PROJECT FLOOR AREAS PROPOSED SQUARE FOOTAGE Basement I" floor 2 ml floor Garage o carport ❑ Deck — covered ❑ uncovered d Total square footage Per City of Tukwila Ordinance No. 2327, all new single family homes are required to have an automatic fire sprinkler system installed in the home. Please contact the Tukwila Fire Department for more information - 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: ��p0 Value of mechanical work $ furnace <100k btu thermostat emergency generator appliance vent wood/gas stove fuel type: ❑ electric 9 gas ventilation fan connected to single duct 0 water heater (electric) L/ other mechanical equipment PLUMBING: Value of plumbing/gas piping work $ d bathtub (or bath/shower combo) d bidet 1 clothes washer dishwasher floor drain shower lavatory (bathroom sink) sink water closet ' water heater (gas) lawn sprinkler system gas piping outlets H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORM— t ION — Scope of work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #.1 for fees and estimate sheet. WATER DISTRICT ❑ .. Tukwila ❑ ... Water District # 125 El ... Highline ❑ .. Renton ❑ .. Letter of water availability provided SEWER DISTRICT ❑ .. Tukwila ❑ ...Valley View ❑... Renton ❑ .. Seattle ❑ .. Sewer use certificate ❑ ...Letter of sewer availability provided SEPTIC SYSTEM: ❑ .. On -site septic system — for on -site septic system, provide 2 copies of a current septic design approved by King County Health Department SUBMITTED WITH APPLICATION (MARK BOXES WHICH APPLY): ❑ .. Civil Plans (Maximum Paper Size — 22" X 34") ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ ...Hold Harmless — (SAO) ❑ .. Bond ❑... Insurance El ... Easement(s) El ... Maintenance Agreement(s) ❑ ...Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ .. Right -Of -Way Use - Potential disturbance❑...Construction/Excavation/Fill - Right -of -Way.... ❑ -or- Non Right -of -Way.. ❑ ❑ .. Total Cut Cubic Yards ❑... Work In Flood Zone ❑ .. Total Fill Cubic Yards ❑... Storm Drainage ❑ .. Sanitary Side Sewer ❑... Abandon Septic Tank ❑ ..Trench Excavation ❑ .. Cap or Remove Utilities El ... Curb Cut ❑ ..Utility Undergrounding ❑ .. Frontage Improvements El ... Pavement Cut ❑ .. Backflow Prevention - Fire Protection " ❑ .. Traffic Control ❑... Looped Fire Line Irrigation Domestic Water " ❑ .. Permanent Water Meter Size ............... WO # ❑ .. Residential Fire Meter Size ................. WO # ❑ .. Deduct Water Meter Size ..................... " ❑ .. Temporary Water Meter Size .............. WO # ❑ .. Sewer Main Extension .....................Public ❑ - or - Private ❑ El.. Water Main Extension Public ❑ - or - Private ❑ FINANCE INFORMATION — THIS INFORMATION IS REQUIRED TO BE FILLED OUT WHEN REQUESTING WATER OR SEWER SERVICE Fire line size at property line number of public fire hydrant(s) ❑ .. water ❑ .. sewer ❑ .. sewage treatment MONTHLY SERVICE BILLING TO: Name: Day Telephone: Mailing Address: City State Zip WATER METER REFUND/BILLING: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTombination Permit Application Revised 8-9-11.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — .t>.. t'LICABLE TO ALL PERMITS IN THIS t._ ?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 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 WNE TIIORIZED ENT: Signature: Date: �� z%I Print Name: Day Telephone: ZO(o 2,71 Z Mailing Address: —�'G �w �� J�� (t-D3(0 ity State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-11.docx Revised: August 2011 Page 4 of 4 bh i- BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME (N'� ft— PERMIT # If you do not provide contractor is or an �ngineer's estimate with your permit 46 application, Public Works will review the cost estimates for reasonableness and may adjust estimates. ( Yl ) 1. APPLICATION BASE FEE 250 (1) 2. Enter total construction cost for each improvement category: Mobilization-�— Erosion prevention Z0vO Water/Sewer/Surface Water 500 °' Z,'y Road/Parking/Access dU A. Total Improvements 3. Calculate improvement -based fees: i B . 2.5 % of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ /w-7 (4) Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 4-3;7 (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 1 Last Revised 12/17/14 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees Z,nI -PI 1 6. Permit Issuance/Inspection Fee (B+C+D) $ 1 S7 (6) 7. Pavement Mitigation Fee (=�F,',� $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee $ / 41 (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS / 50 or less u $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/01/14 2 �QS) $ /p �i —9�03 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — 'nc ides T hnolo y Fee) -�� C. Water Meter — Permanent-(u��rS D. Water Meter — Water only Irv,�P�r.�vy-► IS) E. WaterMeter— Temporary* Refer to the Water Meter Fee �cdi� in -A Total A through E IL 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 $ ty 18.ebo (pl) $ Total A through I $ _ (10) ig,17 DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 4-1- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2014 — 12.31.2015 Total Fee 0.75 $62-5 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 148;0 0 $50,865 3 $4425 $96, . 0 $100,505 4 $7825 $ 0,125 157,950 6 $12525 ,-$300,250 $312, 5--._ Approved 09.25.02 Last Revised 01/01/14 Temp6irary Meter 0.75�' $300 2.5" $1, 500 3 L) 7r a !S Clear Form DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $5,901.78 D15-0219 Address: 4603 S 124TH ST Apn: 0179003005 $5,901.78 0.75 INCH $75.00 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 DEVELOPMENT $4,672.10 PERMIT FEE R000.322.100.00.00 0.00 $4,401.60 PLAN CHECK FEE R000.345.830.00.00 0.00 $266.00 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 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 $461.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $187.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $252.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $252.68 TOTALR6821 $5,901.78 Date Paid: Tuesday, December 08, 2015 Paid By: BARRIER RESIDENCE Pay Method: CREDIT CARD 023409 Printed: Tuesday, December 08, 2015 3:48 PM 1 of 1 7pSYS7EM5 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $5,528.66 D15-0007 Address: 4603 S 124TH ST Apn: 0179003005 $5,528.66 0.75 INCH $75.00 WATER METER PLAN REVIEW R000.345.830.00.00 0.00 $10.00 WATER TURN -ON FEE R401.343.405.00.00 0.00 $50.00 WATER METER INSPECTION R401.342.400.00.00 0.00 $15.00 DEVELOPMENT $4,363.60 PERMIT FEE R000.322.100.00.00 0.00 $4,359.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 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 $398.50 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $187.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $187.50 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $23.50 TECHNOLOGY FEE $250.56 TECHNOLOGY FEE R000.322.900.04.00 0.00 $250.56 TOTAL FEES PAID BY RECEIPT: R5755 $5,528.66 Date Paid: Friday, July 17, 2015 Paid By: BARRIER CONSTRUCTION Pay Method: CHECK 5656 Printed: Friday, July 17, 2015 4:16 PM 1 of 1 i?SYS7EM5 Date Paid: Friday, July 17, 2015 Paid By: DES MOINES ESCROW Pay Method: CHECK 30937 Printed: Friday, July 17, 2015 4:15 PM 1 of 1 �WY57Elv15 DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $3,083.42 D15-0007 Address: 4603 S 124TH ST Apn: 0179003005 $3,083.42 DEVELOPMENT $2,833.42 PLAN CHECK FEE R000.345.830.00.00 0.00 $2,833.42 PUBLIC WORKS $250.00 BASE APPLICATION FEE TOTAL FEES PAID BY RECEIPT: R4082 R000.322.100.00.00 0.00 $250.00 $3,083.42 Date Paid: Tuesday, January 13, 201S Paid By: DON ATWOOD Pay Method: CHECK 1134 Printed: Tuesday, January 13, 2015 8:39 AM 1of1 SYSTEMS INSPECTION RECORD o Retain a copy with permit L INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Project: 10V r"� 1 I :�C� T e of Inspection: vB alb IA)6 �t AL Address: Date Called: Special Instructions: Date Wanted 3,h Requester: Phone No: V Approved per applicable codes.El Corrections required prior to approval. Iinspector: 96A-tii Iuate: 12 h-7 I 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 INSP ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: � �Al L Address: S Date Called: Special Instructions: lRequestefr: Date Wante i cl—F. 2 / Phone No: Approved per applicable codes. N] Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 9 INSPECTION RECORD t�I-62 Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: B" R►�R RKs; ENC� Type of Inspection: y) zD) N & �t N l� L, Add ess: W 03 -S, 1 Zq?}} 5'7 ; Date Called: Special Instructions: Date Wanted- 2� a.m .m. Requester: Phone No: Approved per applicable codes. J0Corrections required prior to approval. COMMENTS: pector: 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 INSMICTION No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: /�A t?4 C?e & Da►K '' Tye of Instion: /ViE� Address: S� 0, '11 Date Called: Special Instructions: Date Wanted: a.m. f �0 p.m. Requester: '— Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: U REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Z Retain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj M.A.AeZ16? c's Ty of Inspection: Bi - CIAML Address: �c 2 ,�� �� Date Called: Special Instructions: Date Wante : a.m. / y 3c) 1 G p.m. Requeste . Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �j Retain a copy with permit I N SPEICT10N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proiect. ,/� Tva of Inspection: Address: . 3512Q7715r Date Called: Special Instructions: m. Date WantedL3,1 /% 14- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: Type ofl,rL&pectioni� rsw Address: Date Called Special Instructions: P,41— Date.Wonted: a.m. 2- p.m. Requester: Phone No: Ilnspector: 45L (Date:6 — >-— i L REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD l Retain a copy with permit PI..- D Z:k IN ECT N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection. Request Line (206) 438-9350 Pr ect: Tyne- off Inspection: A dress: o3 5-a . l - t--�- Sf Date Called: Special Instructions: Date Wanted:. a.m. Requester: Phone No: Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D� INSPE . ON NO. PERMIT No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: r ®3 �t ( J r Date Called: Special Instructions: /0AAJ rl; DaterWantted: �.� a.m. —L- p.m. Requester: Phone No: 1-1 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS:. Inspector: Date: I ` REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. K� 7 INSPECTION RECORD*A )I Retain a copy with permit l� I EC N 0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ject: rie-r 0-4 Type of Inspection: Address: ///�/� ®3Sir !2Y Date Called: Sp cial Instructions: �A � Date Wanted: o/ Requester: 1 Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. T INSPECTION RECORD ' Retain a copy with permit d Z` PF TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P o, ct: pp d r I er Typ of Inspection: d - Ad re� a �6 f ���� ��` Date Cal! Special Insstructions: fA DateAanted: a.m. % p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: �/ �. Date:�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. w2 INSPECTION RECORD 7(T r) rRetain a copy with permit 0 PECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: (e4 Type of Inspections MA. (l2 Address: �,y4Jj st Date Called: . Special Instructions: Date Wanted: f a.m. P.M. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: q GH- k-if 0 0 v/ W [.VL !moo x - i� �► I AV l �f 3 ot, h tit/ S reC�vS Zrr v � ® • 'I 1���,. �R S ca Inspector: Date:, L—i REINSPECTION FEE REQUIRED. Prior to next inspection, fee. must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 3 INSPECTION RECORD A/ V) Retain a copy with permi(� t f� EC PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350A F—qu �I Pro'ect: - Typ of Insp ction: j Address: 63 fa Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: t7at <__ REINSPECTION PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r0o INSPECTION RECORD VRetain a copy with permit INSP ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 7ect: r r Type of Inspectipn: dr ss: P Date Called: . Special Instructions: Date Wanted: �f a.m. Requester: Phone No: Inspector: J ©ate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. d INSPECTION RECORD Dis 02-1� Retain a copy with permit INSP TION N0. PERMIT NO. CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type(gfOlnspetior; Address: •` �� f Date Calle . Special instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /14e o _ Q O /� o of, e— or Son El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,(O INSPECTION RECORD ll Retain a copy with permit ULSPtCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:� I ` �der les Type of Inspec ion: 6 �- A e s: � , � ®3 f0 , L -date—Cal le . Special Instructions: Date Wanted: `f a.m. l p.m. Reques er: Phone No: IInspector: I f - IDate: ' L — '*� G _ / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C INSPECTION RECORD(������, Retain a copy with permit IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prgject: ( ��JJ Type 0 � ctio RN Ad ress: Date Call d: Special Instructions: AA r"l Date Wanted, a.m. p.m. — Re uester: T Phone No: Inspector: � luatea /` REINSPECTIDN FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION RECORD _ q Retain a copy with permit 1pri 6 L� l INPECTIOPI NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ((206) 4 1-3670 Permit Inspection Request Line (206) 438-9350 �17 P�rrQQj��e,c,t�: art K '� Typ of Inspie-ction: / c K Tgss: 63 Sff, Date Cal d; Special Instructions: Date a ted: a.m. p.m. Reques er. Phone No: (Inspector: t.(_.7 I Date: ([_-Lq —IS /n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C INSPECTION RECORD (l/ i Retain a copy with permit �L IIV PECUON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: n .1//� /��C e Type of Iopgct'on: % \ Gt� ice/ ,U/�-i'• A ddres�: �)_ � Date Called: Special Instructi ns: Date Wanted:/1410) a. p.m. Requester: Phone No: pproved per applicable codes. � Corrections required prior to approval. paid at 63UU Southcenter Blvd.. Suite IUU. Gatl to schedule reinspection. v� INSPECTION RECORD 0- IRetain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Proje f1er M� / Type of intspect��`� Address: ,h� Date Called: Special Instructions: Date Wanted: 1 i9�,�p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS, R v Inspector: � /�-- Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J� INSPECTION RECORD Retain a copy, with permit 1015 0 417 INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 8lvd., #100, 'Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ` /''/ � Type of I ectio r f Add ess: � � Date Called: S ecial Instructions: Date Wanted: a: p.m. Requester: Phone No: I proved per applicable codes. Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `c INSPECTION RECORD L Retain a co with permit copy [2�27-1 INS TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request line (206) 438-9350 Proj Type yof Inspp�ee�.tion: / Addres Date Called: Sp cial'Instructions: Date Wanted: a.m Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: � ,Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee'rnust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection� W INSPECTION RECORD Retain a copywith permit l l INSPECTION NO. PERMIT NO. CITY OF TUIKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Cj Type of Ins ec Ion: Address: �l y Date Called: Special Instructions: Date Wanted: / 2,117 a.m. p.m. Requester: r Phone No: �Ap ved per applicable codes. EI Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `mac INSPECTION RECORD ,Retain a copy p with ermit 1915 C2/� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sout:hcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Protect: Type of Inspect z: A dress:—� Address: / Date Called: Special Instructions: Date Wanted: a.m. / � 4 p.m. '— Requester: Phone No: Approved per applicable codes. EI Corrections required prior to approval. nspector: EJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. / INSPECTION RECORD 'GZ t r' Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT inFi-S7S-44n7 Project: T of Inspectionw _.. Address: Suite 403 f 71 Contact Person: #: Special Instructions: Phone No.: jC I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ,1131 Hrs.: $100.00 REINSPECTION FEE REQUIRED. YouI will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit t12 j C� INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: C r r '� �(d3 2 4` Contact Person: Suite #: ) . / Special Instructions: Phone No.: i Approved per applicable codes. Corrections required prior to approval. COMMENTS: b 7-F,5 T _ 6te p le FT T'�: 5 �� ;::�4 (I- _ AJ 'Zo o �'b Sorerr,r :X0 T OiQ I T6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 1 ;,�/j Date: 12 /-,-7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Lsming Aaaress Attn: Company Name: Address: City: - State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 0 Z �c� Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -- Type of Inspection: Ve r Address: yVC) 3 S Z� Contact Person: Suite #: . I Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: - Occupancy Type: U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Z ) �I ' Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: z (— Address: Z1607, ` Contact Person: Suite #: 2- (- 5 Special Instructions: Phone No.: k Approved per applicable codes. \orrections required prior to approval. f COMMENTS: / / t r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:,,z,��� 5 I Date: ����� ��� Hrs.: I� ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. niiiing waoress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 if2t.'% =&acific Geo EnghWering Geotechnical Engineering, Consulting & FIELD INSPECTION REPORT L� FR NO. 474-09-23-15 oaoe 1/1 PROJECT Preliminary inspection of site PGE PROJECT NO. 15-474 PROJECT LOCATION 4603 South 124th Street, Tukwila, WA CLIENT PROJ. NO. CLIENT Barrier Construction Group, Inc. PERMIT P.O. NO. ATTN. TO Basudev Singh OWNER Surinder Singh PURPOSE OF VISIT Building Footing Subgrade Inspection CONTRACTOR Barrier Construction Group, Inc. DATE OF VISIT 09-23-2015 WEATHER Sunn Work Descriptions: A PGE engineer (PE) was on -site to inspect the building footing subgrade at the subject site. The proposed building footprint area is excavated to approximately 2 feet below the adjacent street level grades to achieve the footing subgrade. The topsoils are removed completely from the building footprint area, and the subgrade soil is consisted of light gray, almost dry, medium dense sand (USCS: SP). A test pit was excavated next to one of the corner of the excavated area to an approximate depth of 6 feet below the adjacent street level grades to observe the soil conditions below the footing subgrade level. The sand continues upto the bottom of the test pit, however, with more dense condition below 3 feet of the adjacent street level grades. Therefore, dense sand deposit exists at approximately 1 feet below the footing subgrade level. This was also evidenced with our T-probing of the sand at the footing subgrade level, where the T-probe was almost stopped penetrating below 1 feet depth of the footing subgrade level. Based on the above observations, in our engineering opinion, the footing subgrade is considered to be acceptable for placing the footings. We recommend that an allowable bearing capacity of 1500 psf can be used for the footing subgrade to support the proposed building. Our recommendation is based on the consideration that the contractor must prepare the final frog &ul�9ra{ prior to placing forms and rebars by compacting the final subgrade adequately with a plate compactor to firm and yl;ldlnch'•ci!i cWItions to achieve the above allowable bearing capacity value. ;j r y O i UKWILA ST • NOV 1 0.2015 RERMIT CENTER I I b�Aaw sz I pro Bui Qdin� � Foo;i -r� SubYo,d..P_ I F6o�-Pa-irt• I ae 2' $,z�a-w �4 �"a'%�S i Ay e-a- 97403 3 ol-o�i-�2o16 ITEMS INSPECTED TO APPROVED PLANS & SPEC. ARE: Conforming ✓ Non -Conforming DISTRIBUTION I Owner Contractor INSPECTOR FIELD CONTACT Basudev Singh STANDARD TIME IN HRS OVERTIME IN HRS TOTAL HOURS MILES Certified Report By PGE Personnel tl3am znn 1VLV44lL- Date 09 -a 3 - 2-015 This report is the property of PGE and has been prepared for providing information for the client only. Without the full authorization of PGE, the reproduction of any information of this report, and its transmittal to a third party, by any means or method, except in full, is prohibited. The results, recommendations, and conclusions of this report based on the actual test performed and/or observations made within the defined scope and specification of the work inspected and/or tested. The certification in this report shall not be construed applicable to inspection, approval or acceptance of other associated work. PGE's work does not include supervision or direction of the actual work of the contractor, his employees, or agents. The presence of our field representative is for the purpose of providing observation and field testing services. PGE rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of PGE representative. Therefore, certification in this report does not provide a warranty of design or workability of the specification requirements. Neither the presence of the PGE representative nor the observation and testing by PGE shall excuse the contractor in any way for defects discovered in its work. PGE will not be responsible for job or site safety on this project. P.O. Box 1419. Issaquah. WA. 98027. (Tel) 425-643-2616. (Fax) 425-643-0436 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 10/3/2016 DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Permit No. D15-0219 BARRIER RESIDENCE 4603 S 124 ST Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/29/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/29/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File No: D15-0219 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ' tr ------------- City of Tukwila Department of Community Development September 15, 2015 DON ATWOOD 5416 CALIFORNIA AVE SW SEATTLE, WA 98136 RE: Correction Letter # 1 COMBOSFR Permit Application Number D15-0219 BARRIER RESIDENCE - 4603 S 124 ST Dear DON ATWOOD, Jim Haggerto►a, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. All plan sheets and calculations produced by an architect and engineer shall be wet stamped and have a wet signature on each architectural and engineers plan sheets and on the front sheet of engineers calculation packet. Provide new plans signed and stamped by the design professionals. Electronic coples shall not be approved. 2. Provide a soils report for this property by a geotechnical engineer. Soils report shall specify soils bearing capacity for footings. Specifications shall be consistent with engineer's calculation and design specifications. Soils report shall provide recommendations for foundation footing drains and footing drain system for this site. 3. On the site plan, provide a plan detail that shows a footing drain or a crawl space water -discharge system. A discharge system shall generally be separate from the roof drain system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The detail shall show size of discharge pit with pit specifications and dimensions or where the discharge pipe shall terminate to an approved culvert with screening. The intent is that groundwater will not accumulate in the crawl space. (IRC R401.3, R405.1, R408.6) 4. Plans show the water heater located in the closet. Specify the gas water heater to be provided with combustion air openings communicating to the outside and located in a weather sealed enclosure or specify the appliance is a direct vent type. Provide clarification to show water heater installation meets the mechanical and fuel gas codes. (IRC G2407 (304), IMC 303.5 & M1701.1) 5. Provide notes for the water heater to be seismically braced, provided with a drain pan with tubing extending to the exterior to include temperature relief valve with pipe extending separately to the exterior of the building. (IRC P2801.5, P2801.7 & P2803.4) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6inn.1Znuthrontor Rm/lavnrd .Cl/itG filnn • T,,",;In Wnchinotnn OR1RR a Phn v ?06_4?1_?670 a 17nr ?06_d?1_:?A,A1i In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, wk Rachelle Ripley Permit Technician File No. D15-0219 K3nn.Qnuthrontor Rnulovnrd .Cuita #inn • Tt/inviin Wnchinotnn QRM • Phnno )n&d?1_4AM a 1+nv Indemnification and Hold Harmless and Permit i emporary in Nature Reference Number(s) of Related Document(s): D15-0219 Grantor: BARRIER CONSTRUCTION, INC., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Along S. 1241h Street and adjacent to 4603 S. 1241h Street. Abbreviated Work Description: Work within the City Right -of -Way for driveway access, water meter, sanitary side sewer, street use, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right-of-way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right-of-way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individual(s) have caused this instrument to be executed this _� day of te,oy-),er , 2015. Property Owner / Authorized d ignature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that vcv Ik(,JV S is the person who appeared before me, and said person acknow1fdged that he signed this instrument, on ath stated that he was authorized to exec _ e the instrument a jd acknowledged it as the � S01e, ��7'-1Q of 0AAJR-2, ZaIdA&U '—� , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated 1219, ( 16 s oTAR� / AIM Notary -Public in and fo the State f Washington 14 residing at U) .o o A My appointment exthres 1::>1W i/Itt'o 11WASN\\����� DATED this / P, day of e to be K_ , 2015 GRANTEE: CITY of TUKWILA f B Y• Print Name: Bob Giberson Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. LAURIE A:EXPIRES E Name: NOTARY STATE OF W COMMISSIONOTARY PUBLIC, in and for the State of MAY 29 Washington, residing at -- (.t o I l My commission expires: 05I L // ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0219 DATE: 11/16/15 PROJECT NAME: BARRIER RESIDENCE SITE ADDRESS: 4603 S 124TH ST Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: W .I , lglgjig Building Division 13 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 11/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/15/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initia➢s: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0219 DATE: 08/27/15 PROJECT NAME: BARRIER RESIDENCE SITE ADDRESS: 4603 S 124 ST X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: M P(J a Building Division AW(/ W AID Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Revie1w(s) Notation:P\-Nf�A 11 REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued AW km Fire Prevention Structural ❑ Planning Division Is Permit Coordinator M DATE: 09/01/15 Structural Review Required ❑ DATE: DUE DATE: 09/29/15 Approved with Conditions ❑ Denied ❑ (ie: Zonin Issues) A tly �� DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.c,,ov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -,,� $,k0V �- 5 Plan Check/Permit Number: D 15-0219 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: BARRIER RESIDENCE Project Address: Contact Person: Summary of Revision: 4603 S 124 ST CUa--x-C::;� V Sheet N.umber(s): "Cloud" or highlight all areas of revision including date of revision P. Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on Number: -:�q& T -G1- 271Z RECENM OF F1.1IM1>A MW 1 0 20,15 WAllermit Center\Templates\Forms\Revision Submittal Porm.doc Revised: August 2015 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 WATER METER INFORMATION Parcel No: 0179003005 Permit Number: D15-0219 Address: 4603 S 124TH ST Issue Date: 12/8/2015 Permit Expires On: 11/29/2016 Applicant: BARRIER RESIDENCE DESCRIPTION OF WORK: REISSUANCE OF EXPIRED PERMIT APPLICATION D15-0007 CONSTRUCT NEW 3356 SQ FT SINGLE FAMILY RESIDENCE WITH 428 SQ FT ATTACHED GARAGE, 146 SQ FT UNCOVERED DECK AND 108 SQ FT COVERED DECK. Fire and Parks impact fees not applicable as the new house is replacing and existing house. AM511. METER #1 METER #2 METER #3 Water Meter Size: .75" Water Meter Type: PERM Work Order Number: Connection Charge: $0.00 $0.00 $0.00 Installation: $0.00 $0.00 $0.00 Plan Check Fee: $10.00 $0.00 $0.00 Inspection Fee: $15.00 $0.00 $0.00 Turn on Fees: $50.00 $0.00 $0.00 Subtotal: $75.00 $0.00 $0.00 Cascade Water Alliance (RCFC): $0.00 $0.00 $0.00 TOTAL WATER FEES: $75.00 BARRIER CONSTRUCTION GROT TP INC Page 1 of 2 Home Inicio en 1.spauol Contact Safety Claims & Insurance Washington State Department of Labor & Industries BARRIER CONSTRUCTION GROUP INC Owner or tradesperson 637 SW 153rd St Principals BURIEN, WA 98166 p 206-883-3001 SINGH, VASUDEV, PRESIDENT KING County Doing business as BARRIER CONSTRUCTION GROUP INC Search L&I j A-! Index Help MY Secure LKI Workplace Rights Trades & Licensing WA UBI No. Business type 603 125 771 Corporation 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. BARRICG894QP Effective — expiration 11/17/2011-11/2512017 Bond ................ Wesco Insurance Co $12,000.00 Bond account no. 46W BO69849 Received by L&I Effective date 11/25/2015 11/02/2015 Expiration date Until Canceled American Contractors Indem CO $12,000.00 Bond account no. 100179112 Received by L&I Effective dale 11 /17/2011 11/01/2011 Expiration date Until Canceled Insurance ............................. Liberty Mutual Ins Co Policy no. BKS56992409 Received by L&I 11/02/2015 $1,000,000.00 Effective date 11/02/2015 Expiration date 11/02/2016 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603125771&LIC=BARRICG894QP&SAW= 11/30/2015 1 FIGURE C.2.2.A TYPICAL TRENCH INFILTRATION SYSTEM roof drain PLAN VIEW — 4" rigid or 6" flexible NTS perforated pipe '- --..................................... ...................................:............ infiitration trench `— sump wlsolid Id PLAN VIEW / roof drain NTS overflow �{c 4' rigid or 6" flexible splash block % perforated pipe 6" '•................................ 6" c _.�. ._._.. k/.,r inwashed rock �4 °��, 5.o min 1 1/2"-3/4"in i fine mesh �- CB sump wsolid lid onrcan a varies A filter fabric --- compacted backfill ` 4" rigid or 6" flexible r7 24" s ��� " ° perforated pipe n �l ate. n ri c 70 V °VC washed rock L112" J o o V % i . V u o G C' Q V c -- 24"-, --►-, SECTION A here plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: B• Y , No chart a -SR bf� rrt b Me scope Of worts without prior royal of Tukwila Building 0 sion. PkfOTE: Previsions will require a new ptan submittal I nd nay include additional plan review fcss. l NTS G�NjT NSW 4_1 MN' ;�.�f _ . .. .. .:. ....... ...... .._.._ .... _.. ...... a �. ._ —�— FILE Copy Perm I . 01 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field C p nd conditi ns is acknowledged: By: Date: City of Tukwila 13UILDING DIVISION REVIEWED FOR .. { CODE COMPLIANCE ' � f - 19 2015 i AL City of Tukwila i 1.11LC01 I0 DIVISION CORRECTLOW UP . I r f CI f'Y OF-TUKWILA :..{ PERMIT CENTER 77�.'__' .7. } ...-.,r,....-•.,.-.•r.,-.,_..,.:....r.r...,.riiYrrm.v,.,.r..•.V,..�...,•,;-,wn�r.rt.•nvr+.--..+.,..,rr✓vy.-..;...-..rwn„mn.•n+•H^�a�wm,: � PmP�^NT1FPlW'r`�! .. ,. .. ,. .. n \. ".{Fitt¢gwi17!d,✓.in'7d•nl•Ya"C,atSYW/ 11n1p>M\YY+-,CM[b.1C+M4V�SNY¢AYN�viiS(VIA�ihYili'S:k�✓uS1N '�h,� { l r A. F I 1�_ 1 y e�l• � `2� S -� ...r�.s...+........w..-... ..n..�n .rr .»...-..w.n«.w,.,...._,._ .._-_ -• w...«.r-...+.-w,..•-•-.._....__..++ .. .. -..».._•r._.-.___..................-r,•_.+n•.u.wK4w•si:r�nr•_.__._w._.....-,_...-_ 1 � . 4 � 1� $ }t . rt r I. RLIN Tonl0vorsion avallable at: f 201,E WSEC & IRC Ven#Wm (Aftcbve July It 3)' P e COMO= Form REAT'i 9 MUM WE ion d Air Tram El WOO" This set of forms has bee" developed to assist permit applicants documenting compliance with the .2012'Washington State energy Cade , , The following farms provide much of the required •documentation for plan review. The details noted here must also be shown on the drawings. ' PRIESCRIP M ENERGY CCU C 1,gt� C ' 2 111194 A�rA i�ui�% Corrlirottteltt �artee#rallon 9 Ceiling wlAttif; • Vfted Ming F Wall gi p w►tlraidff Wsh � FraRitlti l:horPrm RMYaiue'& � Yartlr.+It tive>head Value ive Value t1. 0.84 1J. R R48 mkt: R41 mina, R*21 min. R. *1921 Int. + TLC r R-30 mint. �" van. max, max, rr�tn. 2 CGrldff oAdt Dior Arm iiirtdadrtnRaivtmlt'Y� �n X s ' •� VA Fanestrattgn IS define as yl tb, A of wlrn OW,% W tca wind0ft sd or , Woo do^ gfaxad loam, &,Wd b a I ' _ combinadon opaqua/glased doors. I"anestratbn htchift pnndducts with glass array nm-glass efazirfg materials. � ���� a Int, (Intermediate fmming) denotes standard framing Ir a s w1h hvsdars Insuletad with a mlMmum R40Insulationx I Attic Uaml x tea UA �l t t,•r,�-�-� ! a 10/1 N1 +TO" means R-90'CAntinuous iho gn on the exterior oftho waN,.or R-16 on ft oontihuous insulatIgn on the Interior of the wall, or R- p-........... ;.� ! 2'1 cavity Insulatlan plus a thermal bra n the slab and the basement wall at the Intetfor of the basement well. "10115121 +Ts"shaft bs i 449 I3.ti�� I � � I Permitted to be met with R 13 cavity fnsutaifan on the Intediorofthe bwe►rmnt well plus R 5 continuous inrsuiaiion An the interior or exterior of I{ dal . m WX the wal). ' 78 mans thermal break between floor slab and basement wall. Lp � 4� "41W X Am i DR -to foam insulation continuous with thermal break AC 51-11R Table' R402,1,1 Footnoted . {� a (� ? I it�BVt� �fi<i27 f I Above firiiida W0 " or g Ama 1, A minimum of 75 percent of permanently Instaitdd tamps In fighting fbdures will be high effit cyn(WAC 51-1111- R404.1) Pfia asp check the appropriate box to dourlbe which of the four prescriptive Whole House Venit:ilaVan Systom you wlit 'be using. , E] -1. Intermittent Whole House Ventdatlon Using Exhaust: Dens & kresh Air Inlets, (iRC M2507.3.4) 2. Intermittent Whole House Ventliatiori Integrated with a Farirect Aft System. (IRC M1507,3.5) E] 3. Intermittent Whole•Hodse Ventilation using a Supply Fan, (IRC M1507,3.6) 4Y . Intermittent Whole House Ventilation Using a'Heat Recoveryy Ventilation System (IRC M1507,3.7) Required in eAch kitchen, bathroom, water closet compartment, laundry room, indoor swimming pool, spa and other roams where water vapor or conking odor is produced, (;RC. M 1.S07.4) Fan efilcleticy from WAC 51-II.R - Table R4015.1 X0"Ini um So ecific V labion t M-m -ftem- n1.ermltt*e o eratin so CfM 100 aim Ol9tl utiUs p lailoit dirt 25 dire Air In mum cE aktd t Minimum oftil # walk cftimft. McnFns ' i eft troth Z8 t Air Flaw Rain MO mum . 21" ! Each dwelling unit $ tali Comply with st ftlent options from Tam R406,2 so as to -achieve the following, minimum number of credits as described on the reverse side of this per. 1. small DwelIQ unit g.S pl*ft (Dwelling unlls !W than 000 SF in conditioned ftorbirea with less than 300 squore feet of fanetra on arm. Addlt'fons of 750 $F or less hesivd f w area, 0 ruing building. T. ladiarm Dt+aafilislgGEM ! g (All dwelling units IMI -' 5000 SF,' including additions over 750 SF, 3. Latp DmAng kpnilkr 2 pdra (DwOng units exo0eft SM SF of conditioned floor area. 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Plea drcie iha ti lion to be mead e d r911 In trhe aep&jfte SWIlts. gkow total number of credits. ±CrptdIt opt Mscr lion Va1UeI serecuan 13 EFFiC€ENT BUILDING ENVELOPE 1a: Prescriptive compliance is based on Tabfe R402.1.1 with the following modifications: Fenestration U r--0,28, Floor Rx38, Slab on grade R-10 perimeter and under Entire stab, Below grade•slab R-10 perimeter and under entire slab, or Compliance based on Section R402.1.4: Reduce the Total UA U S%. 05 1b EFFIC ENT• 8U€LDING ENVELOPE 1b,, Prescriptive compliance is based on Table M02.1,1 with the following modifications: Fenestration U .= 0.25, Wall 11.21 plus R-4, Floor Rn38, Basemenf'wall R-21 int plus R-5 ci, Slab on grade R-10 perimeter and under entire slab, Below grade slab R 10 erimeter and under entire slab, or Compliance based on Section R402,1.4. Reduce the Total UA by 15%4, 1.0 1c EFFICIENT BUILDING, I NVELOPE 1e: Prescriptive compliance is based oh Table 114021n1 with the following modifications: Fenestration U ,.- 0r22, Ceiling and single -rafter or joist -vaulted Rw40 zydvanced, Wood frame will R-21 intplus 1142 d, Floor R-36, easement wait R-21 int plus R-12 cl, Slab on grade R40 perimeter and under entire slab, Below grade stab R-10 perimeter and under entire slab, or Compliance 2.0 aced on Section R402,1.4: Reduce the Total UA 305L. 2a AIR LEAKAGE CONTROL AND EFFI004T VENTILATION tar Compliance based on R402.451 Reduce the tested air leakage to 4.0 air Changes per hour maximum ,g_ do All whole house ventilation requirementsasdetermined by Section Nt2507n3 of the €rtternsticmat Residential Code shall be met'with a high efficiency fan (maximum 0,35 watts/eft), not Interlocked with the furnace fan ventilation systems using a furnace Including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation 0.5 only mode. Tg wMAII& 12slalm 1haoAdjubg bulwinziummit. its Aball spully 0% Q01100 being 51leagd AndjbWLVjgfjft xi i ria I r 2b AIR LEAAitAeO CONTROL -AND EFFICIENT VENTiLATION 2b: Compliance based on Section 11402A,1.2: Reduce the tested air leakage to 2.0 air Changes per hour maximum Will whole house ventilation requirements as determined by Section NIIIS 7x3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of On70. j pgall 1 f idkftwa UMIn 1 2c AIR LEAiGAGE CONTROL AND EFFICIENT VENTILATION 2c: Compliance based on Section R402A4.2. Reduce the tested air leakage to 1.5 air changes per hour,maximum j% All whole house ventilation requirements as determined by Section M1507.$ of the International -Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of0.86. Jg f th c it n soecify thei 1 II s thbuilding ail i a t tr r t 3a HIGH EFFICIENCY HVAC EQUIPMENT Se: Gas, propane or ell -fired furnace with minimum AFUE of 9536, inig pa[Ma drAwln&rs shalli I e bwlgg mominm"s kilm ano ftffilaftum0,5.- km9pV20t efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT Sb: Air -source heat pump with minimum HSPF of B.S. jogUglj& 1gclallylam i I M& the heating AguluMent1 n. 1.0 3C HIGH EFFICIENCY RVAC EQUIPMENT 3c: Closed -loop ground source heat pump; with a minimum COP of 3.3 ri,r.0pen loop watersource heat pump wixh a maximum pumping hydraulic head of 150 feet and minimum GOP of 3.6, Ig th i no do&l0olshall SgLc&,jhaogL1gn boingsele2d and jhAll jagcj& tbobolast 2guipmerit 2.0 . ffl 3d HIG14 EFFICIENCY HVAC EQUIPMENT SO.-DUCrLESSSPi.ITSY5TfSlHEAT PUMPS, ZONAL CONTROL, in homes where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to at least one -zone of the housing unit. ' i 10 th 4 HIGH 88I ICIENCY HVAC 0IStRj9ffYIof4 SYSTEM- All heating and moling system components Installed inside the conditioned space. All combustion equipment shall be direct vent or sealed combustion. Locating system`components in conditioned crawl spices is not permitted under this option. Electric resistance heat Is not permitted under this option. Direct Combustion heating equipment with AFUE less than 80/ Is not permitted under this option. Igausilifytoglgim MgLeftthg bij4diggrmit d' awfn s gliallVgdfy the gagon . belog Eele_cted and shallsoaclAK the€ 7 andshallshowthe! ati f the heating andopi e t all the 10 Sa EFFICIENT WATER HEATING 5a: Water heating system shail include one of the following: Gas, propane or oil water heater with a minimum EF of 0.62 or Electric water heater witha minimum EF of0.93. and for both cases All showerhead and kitchen sink faucets Installed in the house shalt be Mted,at 1.75 GPM ocless.Aliattter' lavatory faucets shaU berated at 1.0 GPM, or less. To oualifv to claim fi s '• t e it lri d awin h l s th o to t se ed n € c' at r heater a the OrS tMUM ggilipMgnt effirteriV Rndi Inp4IMUm flgw ratesforAll sWLChea Sinkuce nd a r lame= 5b ,' ...fFFICMAT WATER WAT(KG Ob. Water heating system shall indude one of'tbe following: Gras, propane or olf water heater with a minimum EF of 0.82 or Solar water heating supplementing a minimum standard water heater. Solar water heating will provide a rated minimum savings of $5 therms r 2 O.k o g o 00 Wh based n the Solar Rating and Certification Corporation (SRCC) Annual Performance of OG- 300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 10 and meeting the standards of NEEA`s Northern Climate Specifications for Heat Pump Water Heaters or Water heater heated by ground source heat pump meeting the 1.S requirements of Option 3c. To gMalitytoclilm this credit. the but] ' r t drawings hall spedfv theat n being selendall edfY the water heaLergoulomentlyl2egod The minimil8 1 e imcitand,for solar tin t e e icul t o of the minimum energy -Mina, b RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually by on -site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall' be demonstrated t6 meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors:'rhe wind turbine power curve; average annual wind speed at the site; frequency distribution of the wind speed at the site and height of the tower.no. ngalifyto clalm ftgedit,uildin rmit drawings shall suecifvthe =120 i12g sefgcted and shall shew the-photovoltale or wind jUrhinq eauloment t r v de ftijIMItatlon of solar and wing access. and lfjclMdg a l a i e v i' u ran I w Weil + wbftR06,2'fbrfoobratas TOTAL CREDITS FOR THIS PROJECT �n I .ram _o • rt •: ----- ...... .r�,....,..,.._..-•YM.Y-wx,»:._........ _.__nwm,..,<.^„w.. n,wrmr.�..m«mxn«wr»,.,,,<, ...-._.__..... .. .... ' wfYwN•.. anY�:.4i+:•':✓+:...wv vRix« �y ,ee^vx.w»nn+n,a«prvregrr nr,..r....,...._...,...,.»,...._._.,...,.......... r_...w«..nw.. ,_.«..r._......n....w_+...... .._..-.......,.,..... ... ....h.�»r";.....ln'%`-"' �".'..�; . .. _.._.. .._� . _. .. _/.. .nr: ,._.. ..r .._........ _".. _... _.." ._.. .............. .. ...... ..-.v.... .. k ... �,.. - .r N.... ........... _... ..__...,.__..+n..n. � s �r„u{'..��._.... r,s: ...,: ti.........................:.,...w...,_..._...._..,._...,,r.._..»,,.,.....,r,..»n..�......«rn.......,._..»..,....._x.n.�.,n:._,..,._r..<..w:..,,..,..1.......,rr.n.w,,.:...._._ .._........... ....._ .............. ,.... --, ...... ,.. � , , .......,r ..... ... .. :. .. ........�.... _,. :,`,Yn _wn•n .nor...,. _� ,.....n. : r.n,. - k • ®6.,a n..3rl..F]E.PIvfr CODE COMPLIANCE APPROVED NOV 19 2015 City Of Tukkivila BUILDING DIVISION i - CITY -OF F T1.1iMILA .- _.______. PERMIT CENTER i rc•� ,�;v��LIIx^;�,!i`o?S;,sasw,';�k 9C,G,j.� aattr:. ��"a,. w �.f It �� f I D ME m m Q m M 0 PLAN VIEW jD WATER HEATER - - O WATER HEATER SEISMIC STRAPS LOCATED 1/3 AWAY FROM TANK CAP AND BASE. O LAG BOLT PER SEISMIC STRAP MFR ANCHOR INTO 2X STUD 4 PLACES ® DRYWALL PER PLAN O 2X STUDWALL ® VENT FLUTE O ANCHOR BASE TO WALL WATER HEATER STRAPPING"ILA; REVIEWED .- ' CODE COMPLIANCE APPROVED NOV 19 2015 City of TUKvvila BUILDING DIVIc3ION I - - I �( "M All ------------ \ Qk j CO) -N6 --------- --- X 'D F F�E-,VIESVE- OR CODE COMPLIANCE APPROVED NOV 19 2015 city Of Tuktivila BUILDING DIVI,1310 No crry 0i: YUKWILA NOV 10.- 2015 PERMIT CENTER r4a, li�l�illillilill�illillillillillillilliilililI III f ■�e i NOW I Cl --_. 1 ._ _.._.. r E- NEC 250.52 Ground`ng Electrodes. A concrete encased ikrounding electrode is required in all new concrete footings. The electrode shall consist of at least 20 feet of 1/2" or larger reinforcement bar or Bare copper conductor not smaller than 4 AWG, and shall be located horizontally within: that portion of a concrete foundation or footing that is in direct contact with the earth & encased uy at least 2" of concrete. (NOTE: 20 foot rebar shall be one continuous piece tied alongside any Vicinity footing rebar and shall protrude 8" min. above top of foundation wall near location of power panel.) N 0 IDENTIFY LOT LINES Lot lines shall be established 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 may be required to verify lot lines. PLEASE NOTE: Setback(s) shall be calculated and measured from the buildings finish face or corner of the building nearest the property line and not necessarily measured from the exterior foundation. 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IV j _..� t Y -- _ . r . _ _ -� Residential Prescriptive Compliance Forst p - n "i (1 Thi et _ s s of forms has been developed to assist permit applicants documenting compliance with the 2012 Washington State Energy Code -- . �- _ _ . _._, _ t• .._.� The following forms provide much of the required documentation for Ian review T - .. V i= r q p he details noted here must also be shown on the drawings. r � (a A'', y� ? I i _._ _. _.. _...�_ _.... _:... _...... _;._ _.___.__ .. -..__ _...;__-•...^.. _. �-......... _; .. _ -, ....... ' I .-..r A I PRESCRIPTII/E ENERGY CODE COMPLIANCE FOR CLIMATE ZONE 1�►iARINE 4 - • ., . 1 ... . _ 0- "l -.1)-_*-..-..-- _ -._ ::- .,. .I. _•.. NOV 1 0. ';2015 mn�0,M!Wl,,u V a ffli-. ,. � 1, _.. R. !, � ; .. _ .. . r -AI.I .... P ElRMIT CENTER � ,. Q.,.. ��SS f• n, ,I',I) s- ���yIM�J r ��y/!r ..,'a "J .,. j1��_�,�,�� pk 1i ii f •k b sl F ' `Y I ra on s e ne ass yllghis, roof windows, vertical windows (fixed or moveable), opaque doors, glazed doors, glazed block and " ' ' .-' ' "``' " " +s T?a Fj ink`, "c ombination o " a ue/ laz ed doors. Fene ,. P q stratlon i ! 9 nc odes rod , acts wit i1_,�I_r.IJJ.: . ..- 4., . 1I P h glass and non -glass glazing materials. � - , z Int. (intermediate framing) denotes standard framing 16" o.c. with headers insulated with a minimum R-10 /nsu/atlon. '....._._.._........_.._..._........-....., . ..._. s 10115121 -17B" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous Insulation on the Interior of the wall, or R- - ' i �Y, '°' V 21 caul ' insulation pl us a therm al break „ hY ak between „ P the slab and the basem ent wall a t the interior e of the basement + ement waif. 10/15/21 T 8 shall be r , permitted ' to to be �,• 0A I met with - P R 93 caul n . Insulation on on the interior cavity a nor of the basement 3. nt wall plus - „ p R 5 continuous insulation on the Interior or exterior - of the wall TB mea.- . �.,ns thermal break between floor slab and basement wall. w - Radiant Slab-nq ..,2l � 1. .11 . �, ` ' � - . R-10 foam insulation, continuous with thermal break,(WAC.51-11R Table R402.1.1 Footnote d) y y I t: t .. , " -.____ i .. .I , w . . . . , .. ..... .. . . "Z/ � \� /� ' Component k . Fenestration Ceiling wl Attic Vaulted Ceiling Wood Framed Wall (int.)a Mass.Wall (Above grade) Below -Grade Wail 2.3 Framed Floor Stab alue R-VDepth Vertical Overhead Prescriptive e Value U. 0.30 max. U. 0.50 max, R-49 min. R-38 min. R-21 min. R•21 min. R-10115121 Int. + TB R-30 min. R•1 Q min. Fenest tl 1 d f1 d 2, . ITS ld Vr g!J.�t G 0 -Redmond, WA980B (425)747-150( . mitche11en&eeringinc@comcast.ne _� IZAM * >., �. ;,. t .. . I... j...._..... ; . l4 : : ... ..., A ) . ...........L.I..,..".....,A—.�l—.�,�....�.� ...��O- � ; . . ; . : .. I i .. , , , . I i .. • i �• i. . ../%� � -/: ! .� . .....• . Y . } e 4 1 i I 1` ..i .. ',. ,.. .. . .. ... , I . I e .rt.� %I. t ...........�,. , ,WJjg" I 9r.,! tll' Y i ! 1 ............::........y....„,,.,,1,,.,..,.,.,. ..,,... i I 1 s ..-M.1. I I .... .......,.-I.. "......ill I ,�+ i . d� 4 r4. ,. II , ...... .., !' ... ,..... i , I i 1 I 1 1 ,. j I ,O, ... i r / ..I i 1.. ., I .. F.,. , . ..f.. :r. r:.. „ ..�..... :.. .....�..... I . .. A .... j i 1 I I 1 11I. �� ', '.. . . L .„. I . . I S I I„ .. _ ...... i I•• ..i... ,.,, .. �., ( ...I:. ..i... .... ..i,.,, . "• 1 I , I ... / I '-"'-'-. i J I 1 I .."...... /W�i I._..,....... . ... . :,... ,,, ... i • I..,...,.,,,i i , i I , , .......' .....,.. ... ... ., .. , i I . a _�.. i„ J ........I .... .: "i I.. i - P 1 .r,... ..... . I y I.. .j..... .. ... .f I . i . i. i + -; i... T. ..... ., .. .I....... I.. �;...., .. .. ... .,.. ' .,.. ..i.. .. . ....I.. .. ,...... i .. ... ,. ....:1........ .. .. I ;- , . ... .. .. ! . , • 4 I .. ..., ..;.....' .. . ' • ! I.. ' :. i i. .... 1.. w ..I,. ...,'„ ...I.,.,. „I„ ..`_!i .. .......i..-....... ...., ! ,:„ ,. ....„ I I * , . i .F.... i... „,1, . A.. . , ,. ... .,.....�.. .... I,. ,.,... ....... . I,....... ............ . 'I.i..... i .,. . ii s.,. ... I +" j........ PREPARED B W g�J�� Y PROJECT SKEET NO. OF " MIT ,+ �T g�T - 7821 - 168th Ave. ME C L ENGINEERING NG INC. h:pimcnd, WA 9805 (425) 747-150 mitchellenginceringinc@comcast.ne �=>A 4 I. * ff�4 0 . . : . . � : . `/ , ,'.il i� : : . . : e : . : , - . . . . .. I,.. :. .,..i .„,.....:.. 41.�,�,' ...2, .. :.... . . . .. '' i 41 0 & J�'&W, .I ; ............... .. .....I..„ ••i. ......!......, ..... . .... • 1 I i" i i i.. `.... , . :,.. . .{...r ( .. � f /.:, ANc' / "% ,I�^IK, p� "'P. .+r.! f .. f�41 .., . f fq ,y,,, f IM ' � Y j.: ...' .. ..: /.. y ..., . •, j. '. ' ,;;ACE I�1.%: • • " iIJ. I l .i'I./ ....�,��j I�...f•�/�� 7drj ....'0 7/ ./Jp ! ....j .. .. , .. ' I .. . . 1 .. , ,r. ...,.,.. t h I I ..,,. .. ... .. „ I ......I.... . i_, .. ... .'A. ..... 5 . I............... ......�... . ! .... ' ...., ... ._ ;., ..,.. s.. I , i..,..,... I.. . . .. ..... ' .. .J..........„ ... ......a... .. ...... ! ! ... I. . , I S i 1 r �:. .,.I . . r,._ ..,I... //i �5,A,t�l 2� 0 __ I i . i.. 1....,1..... ...a, .. c...,...., .. ... .,.,,....F....... ..--i... i . ....... :.,. ... . . 6 4� i . E` I �� �j+' d w. 'M' ,, 4. �. I'®' I1. r . ... :.. I ... :. . ,.` . S 1 I. ;...,..,... i ::.. '.. i ;.. ; . i ..,.,. :1.,......,................. . ...._.................� .... i I... ...I.. ....I.,._...... ' , I ; d r ,............ ... t.,, .., e,... . i .._.. .._. i .. .i...., .i......._..i .. F .. . -� " d.... ! . -40'.0, :! i I : .1.1'.. - -i - - ..".. hA I.... . i ..`.. ,.,: . ..,.....,I......... 17 ..__ ... .1''..... .. I ....!,__— _,. .F...._ _...... . _.•_...•....:,•..... .....I........,.........: ............ ,...„1...:.,, ... � . 19--, . ......i . ' .,. .. ,_... }I I j.. , i.. ' I ... , I...,I , ,; C,.. ...:..... .... ... .. ... I I... { i i !:.....,..j,...._... ' ; . ... P., .. . :......... ..•.......... �,., .... J,. ,. .. I I i i i . . ....,. I... . I :. `;.... 1......,,... ... I ..........r , I' 4 ' I ; I 1 ! I . I.... , j....... � • ... _. j" �. ... „. . .......-.1..... ,...... ..... ., i ; • I...._......I........ :......_.,;,...,..., ...... «..:.,... r . .... _I ._... ........ . �... _.,j.. ...y... . i i ," . .... . ... - .i... ...... ' ! .. .. ......I.„.._... ..... ,.,. .1......, ..... . „ I i. �} PREPARED BY c PROJECT /'°` SHEET NO. - 157 OF lei Jr? ems.— ..~ •�• 7821-168th Ave. N.E I' L ENGINEERING INC. Redmond, WA 9805: (425) 747-150i mitchellengineeringinc@comeast.ne __4/ ;,i ���..' ._16*Aa�). . . . ; : . 4 o #1 : , : :I1;. '.. .&. ;: !A�.. I �_Lr,tI.�.. .L.J. 2-!: : ; i .. ... :• .,.. • ��44opr..r., , "7! 51-o: 4I' .:11 .I. . .;e.. *10��r ... i .? : . I . . 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' .. �. . . ! i ......... .... ...........I....... .1 „— . I... . . I.,..... I I . t i.. I I . . : j I ; ..,.... i I . »....'. ..,..,.(,. ......i« ... . ......,i:...... :I..,.....,i I .. x ` I I.. «�.... . ; , .. '.. ; ... ...;........1 ... ,....... �.. .... a 1 I „�,... 4 l�i ;....- ..!......... ........ . ... A.._.. , ........ ....... PREPARED BY •'" ' ' PROJECT ° 1 E ^ - lei J A SHEET NO. OF A 7 , . `�, .....--,.. -----------^^-.,., u.?. 4 ---- .. - . , .. . : : I . .I... : s I 7 .. . ,. . .....: , i ,.: . . • . ' '' .i•.......' I ., ,..... 1 . . . ;.. ... ;.. '. � i `� i :wr.--� r r / . ! >. .. I : . ' t 1. . ., .. .. ., ...� ! I . , . �... a ! ! I r , a.. ..... •.,...... ,.. . •� .. , , P . .. . . I. ; . , I i.._. ...,....,._ ' r .. ... I .,., : ... I . J,. - .... I 1 .. f.. ...F . _.� .. .. .. i. : . . . I• 1..._. 1 I ,.. ,. y j: �/st' A,,. . ' �, 0 J e E t ' .�.. _.I..,......`._ .. „},..... ; ..,. ..1.. I .... , . ......I:..... - ..... .......... .... . ,,.,. '.' 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' ..... i.,.. . , ..'.- ..., _.i... ..5.«...... t.... . ..r., . .. ... .., 1 ' ' . i I. " i..... . . J .... " - « ... .. ,' ................So L.....- • »w„...... ...._..,,i.... . .-.-..,... .� • PREPARED BY PROJECT -cam _.., J SHEET NO. OF . . .A ~ SHEAR WALL SCHEDULE ' Shear Wall Designation Nail Size Nail Spacing ALLOWABLE SMLkR Hear!-rlh-#2 #/I+t Edges Studs Top/Btrn. Plate Dlocldnig Ike 'd. P1-6 8d 6f1 12" 611 Yes 210 PIA 8d 411 1211 it 11 '3i Yes ' 310 PI-3 8d 311 1211 11 Yee ' 400 P1-2 8d 2t1 12" 211 Yes 525 P2-3 8d 311 12t1 311 Yes 800 P2-2 8d 1 211 1 1211 311 % Yes 1050 Shear Wall Notes: 1. P1 - 7/16 A.P.A, rated Plywood or Orientated Strand Board (O.S.D.) on one side of wall. • P2 - 7/16 A.P.A. rated Plyavood or Orientated Strand Board (O.&B.) on each side of wall. 2. For P1-3, P1-2, P2-3, & P2-2 shear walls use 3x studs at adjoining panel edges. Nailing shall be staggered per footnote (I) of I.B.C. table 2306.4.1 ' 3. Wails shall be 8d common. (d = .131 inch) I . 4. Where plywood is installed on both sides of wall plywood joints shall fall on separate studs each side, 5 All panel edges backed with 2-Ruch nob nal famxng for PI-6 & P14 shear wall.AllPanel edges backed with 3xfr amin at P1-31 P1-2, P2-3, & P2--2 shear walls. Install panels either horizontally or vertically. Space nails @ 10 niches on center @ • intermediate supports. ' 6. All anchor bolts shall be installed with hot dipped galvanized plate washers. 7. Refer to foundation plan for anchor bolt size, spacing and inudsill/rim connections, r! STRUCTURAY, NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (I.B,C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOAFS: ROOF ------------------- 25PSF ______40PSF LATERAL W----_____ ._____. _-EXPOSURE B, 85MPH/110MPH(ULT) SEISMIC -------------- SITE CLASS D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF l'-6" BELOW ADJACENT EXTERIOR GRADE. CAST -IN -PLACE CONCRETE: F'c=2500 PSI @ 28 DAYS. MINEvIUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED, MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK, PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS MENTS FO R REI NFORCED CONCRETE, ALL REINFORCING STEEL, DOWELS, ANCHOR. BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE, ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. S RNIPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE aC4,X HOT DIPPED GALVANIZED (G185), STAINLESS STEEL, OR SHALL MEET ASTM 153 REQUIREMENTS PER IBC. SECTION 2304.9.5 AND IRC SECTION 317.3.1 REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE FOR #6 AND ,w/*17 10 .. 'Ibwa) , �? A 142 ,-4-1 A �;50 (ttmgllzl�j DA15V`41� ) 1b / _b1, r/. V//0 YN 4-r J 2) :;r9A1e;Ari.k& ,45&74�e- (X)- - /, 0 5) ��0� '.. 4) ,?, AzA A�6 -7-,, , 5. ).4/;r.9 AA- 2 ) SAa71-4-1 240'r-S / 972 4 -/40 iNjlV(A I V�j+ 1 I 1)-,5i-je;�L� 1`7 (.7o-/O)�.A, '* 4 J�e i Ar� ,I) )4AA4=1 ' G . q) 5 %/,i I g v/ b). . / - "fat4a . 1 311), ,611Z aAf.4 i 0 i 4):5 "I. x*.1,0,k)kL ,::�-WarF, Iro 15pe ^/ 5DI . ,�r- ,61J,A.*� 7�k;5/4yd a714,#A&Y`44N-W 0 - 1 ke,6*1,4 / I .�7 _ .W . ) I l of " �J V�� * /)>e �L • I• ; 1 5 $1 laigle'. Att �W- �7-cxw- .. [�-.,.e Jlf . ��I.x j%--o, 5s rk2*1,,,,V1r� * ': N r t- \ / ) 9/ ,-,5� ( 4, .V* 2 � A-e � '! 5,1 - /� )"'i I � , .V, / 7 &A,:3/.01 174('�i y A #14 f . ,r- ` , f � PREPARED BY PROJECT45 1 '�' -' SHEET NO. 4 OF I y . . }t , WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAMNATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS, ROOF SHEATHING: SHEATHING SHALL BE 5/8 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16 INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS , SHALL OCCUR AT SUPPORTS, NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) .AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING WALL RRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH -SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. f ROOF TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FII7/LARCH OR HEM -FIR, TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS DRAWINGS TO THE ENGINEER OF P, -. `;t "I D RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. ROOF TRUSS�� , j (j F -I- tJ'v y1W I L A SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT TORGE ET .B:C. TABLE 1607.1 FOOTNOTE i �O �O NOV 1 0 2015 CODE COMPLIANCE i0@ PERMIT CENTER b ( S. ,%W NOV 1 9 2015 04! . '.7 /�- City Of Tukwila BUILDING DIVIGION I'M ON '01 MIT �». LL CrI N i.��� �� 1'.rRING INC. LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7>' MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT, LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: 3 INCHES #6 THROUGH #18 BARS 21NCH.ES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTUR A T • STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, SHALL BE IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2------------------ 2XROOF RAFTERS Fb=850 PST 4X BEAMS HEM-FIR.#2------------------Fb=850 PSI 6X BEAMS DOUG-FIR/LARCH #2---- Fb=850PSI DOUG-FIRJLARCH #2----Fb=850PSI LUMBER. NOT NOTED HEM -FIR #2--------------» . -- F'b=850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. FLOOR S.HEAT)MNG: SHEATHING SHALL BE N INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. Ir 1 jJjJ '4• Il►/� `..1 {r�` .Gl " "y� ��'I ,•.{�4 ' a �' a11S ` �•�' ' a,.1, t.w•1 `� .+w\ li ,sM�' ��.ILIMtUrYrr h , �11--•~ fit a t, t l l. 1tv � jo �' � 1 J� � � ` t • � � � � arfya �1 l -f rr r A wnc 44 iui raaaaM ! 1 � • ` ,f r "• .. a .i�, 8� f "•6✓` awl ,» rir r ky �Iti �Y • ,•'•') I PREPARED BY PROJECT 5 • 1244 I 1 / SHEETNO. _OI~ 7821- 168th Ave.1` Redmond, WA 98, (425) 747.1; mitchelleagineeringinc@comeast _ r ., � ``� �+^ ti ,war , '' •f' y � ' ' c.. a i ", i PREPARED BY4 PROJECT SHEET NO. _ OF I 1 ^ , •', 4" , a '}�i:.,' ,far- I Coe. WP( x•.Nt Lo l PREPARED BY PROJECT 1 PROJECT ' 4h ` SHEET NO. 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OF 7821-168thAve. I Redmond, WA 98 (425) 747-1 mitchellengineeringinc@comcast 2x 7821-168th Ave, Redmond, WA 9 (425) 747- mitcbeUengineeringutc cQr comcw ),. :Lr-xxvjul LLB Elvi GINEERINGINC. 7821-168thAver : Redmond, WA 91 (425) 747-1 mitehellengineeHu6rinc c@camcU .0 3; .i .i tY •. 1 l- Y s i !; 7821-168th Ave. N.1 Redmond, WA 9805 (425)747-150 "' L{LdINC, 7821-168th Ave. N. Redmond, WA 980: . .. _ .. (425) 747-151 tU,r I -,,J F L, , M is ♦� ♦ 1 � fir,-. • r �l A • dy, ♦ �♦ ` , l +•<bj', t vw aiA' d�i3P .•, '' �. i 0� w •y >y�s t 1 w'� • ,i D M • �a 1 • �rf �" f i• i ems. •'�,c} -•�,► C:2) 1 cl I IT= 6. 'Vi ' �� j PREPARES] BY-- 1 / PROJECT �' c crarr� rTn 7 �� PRBPARM BY , —. i� . � .. PROJECT 8HUT NO. !% OF Will 11111 7821- 168thAve. N MITCHELL ENGINEERING ERIN C„ Redmond, WA98( ITC ELL ENGINEERING INC. 7821 - 168th Ave, N.1: (425) 747-1! Redmond. WA 9805 mitchellengin.eezinginc@comcast: (425) 747-150 5�44v— NAUL FkK (VA �J 4X 03> tca� r�-rN-rllA if-4. /mac 442C. It REPARED BY ` �} PREPARED BY PROJECT SHBETNO, V.2 OF PROJECT r_4�°� ` SHEET NO. 2/ OF �• 1.•, ,1 +�xv.... .... ...•••r._.-+.r•,---..._.__.' _..-._._�._ .....__._._.._-_.__�._—+•w...._r«---... _._. _.._._.___.....`.•.+.rs,!r•�nw++.+•.�._.•n•+�_.._y.._..•w.•-.ewn.�.-. ... .. �...�. � Y- t pw- fFvj WALL- Lp • , . r fit .� . ; hAM4i ..1•„-..--�' I r 1 f •• 6i 1 r f F�1 cua -502 r . . 7' ` I 7, A� AJ PREPARED BY r PROJECT�r /,� ��•.i A.••t, ' . r .II SHEET NO, OF Ail . r. TC LL ENGINEERING ® 7821-168th Ave. ME Redmond, WA 9805 - (425) 747-156 . I • a {{ vowea.1 it r -4 7T* -lh �. PREPARED BY PROJECT • 4" ISHEET NO. �� OF PREPARED BY VPROJECT "" SHEET NO 20 Ant ♦l cn1>I �, Ol7..._' 4 4 71 rlxl... r �f4 ,1- ;,. R c E�rMn Crry OF TUKWILA NOV 1 0: 2015 PERMIT CENTER mitchellengineeringinc@comcast go= I I" 7821- 168th Ave. N.) Redmond, WA 980! (425) 747-15C 7 4L,410wj FAX. Vj/ A-u. t..)A il .—ArOF SHEET lvo. of PREPARED BY/,HPROJECT . ' 124 SIMET NO. PREPARED BY i PROJECT r --.... 7821-168th Ave. N 7821-168thAve. ME MITCHELL ENGINEERING INC.Redmond, WA 980 ITS ELLENGINEERING Redmond, WA 9805: (425) 747-15 (425) 747-150, mitchellengineeringinc@comcast.t mitcheilenginc eringinc@comcast.iit "tAArx /L ..NAL 112 a : �' 71 14 , ,00,r �i arm 4A i) 12J . ..... ...J.... . . ........ ial� ... . ....... ...... .... /42/. ., , i a.. { , ; i .l� i i .. t... PREPARED BY PROJECT SHEET N0. OF _ t � ' SHEET NO.r OF - PREPARED BY 1 PROJECT �� ► IA • 7821 -168th Ave, x Redmond, 98 IT L NINC. (425) 74 747-1 . mitchellengineeringinc@comcast °`"' vel_� 2:;Jc 4 PREPARED B q1W PROJECT se 4+—� .+ a A SH138T i1 1.: i ^ OF 7A0IT L ENS Redmond, 99 (425)747-15 _2� 22 ........ •i PREPARED BY PROJECT ` "' 6 SHEET NO. OF • M �rM L a w0 0 0AL► 7821- 168th Ave. ME Redmond, WA 9805 f425) 747-15Q IVA 60 A0 •fi , PREPARED BY `` "y" PROJECT SHEI✓T "r .. NO. _..r, .._OP MITCHELL ENGINEERING . 7821 -168th Ave. I Redmond, W»A 98 `425)747-1 , vvr( 'v G) (4o=l REVIEWED FOR CODE COMPLIANCE _..... aPs R0 lfED :..., .... - NOV 1- 9 2015 CITY OF•'tUKWILA-• ` City Or TIAJ<kAjiIa- - : •• -r. - . MIL C LNG DIVISIOq NOV 1 0. 2015 i s Pt.RM, IT•C#NTE5— -1' _ . _ ; .. �. ... ;... _ ... _ .... . S . _ -h PREPARED BY ' PR 07SCT SHEET NO 2 OF � Am v dose A24 AAIJ 1"LoWA. jKV14-1 sm 14 Ploa rl -4 :r 4 r"L CA/ 0 Amm 7-72-- A I REVIC-WU DF CODE COMPLIANCE APPROVED NOV 19 2015 CitY Of Tukwila BUILDING DIVIsjoN R'HC E il EZ r) CITY OF TLU'r%VVILA NOV 10. 2015 PERMIT CENTER mommommom�14.WXii