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Permit D15-0165 - FOSTER LANE - LOT 5 - NEW SINGLE FAMILY RESIDENCE
FOSTER LANE LOT 5 1441144 LN S D15-0165 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: 0040000375 Permit Number: D15-0165 Address: 1441144TH LN S Issue Date: 9/29/2015 Permit Expires On: 3/27/2016 Project Name: FOSTER LANE - LOT 5 Owner: Name: ORCAS HOMES Address: 1100 DEXTER AVE N, SUITE 275, SEATTLE, WA, 98109 Contact Person: Name: DAMIAN NORRIS Address: 2053 FABEN DR, MERCER ISLAND, WA, 98040 Contractor: Name: NORRIS HOMES INC Address: 2053 FABEN DR, MERCER ISLAND, WA, 98040-2001 License No: NORRIH1099LC Lender: Name: COASTAL COMMUNITY BANK Address: 10520 19 AVE SE, EVERETT, WA, 98208 DESCRIPTION OF WORK: Phone: (206) 423-2124 Phone: (206) 275-1901 Expiration Date: 5/22/2017 CONSTRUCTION OF A NEW 2531 SQ FT SINGLE FAMILY RESIDENCE WITH A 633 SQ FT ATTACHED GARAGE AND A 96 SQ FT COVERED DECK/PORCH Project Valuation: $347,377.67 Fees Collected: $10,308.91, 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: 125 Sewer District: VALLEY VIEW 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: Channel ization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: .( ` S 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 lawfNgulating constructio or the performance of work. I am authorized to sign and obtain this development peri and agree to the o ions attached to this permit. p Signature: Date: l -Z1 " 1 Print Name: yhI -or r� 1�0129Z1 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: ***PUBLIC WORKS PERMIT CONDITIONS*** The applicant shall call Public Works at 206 433-0179 to schedule a pre -construction meeting with public Works Inspector. 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. Applicant shall obtain water meter permit from Water District #125 and sanitary side sewer permit from Valley View Sewer District. 27: The infiltration trench at the south end of the lot is for footing drains only; no roof drains are allowed to connect to the south infiltration trench. 3: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 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: Any material spilled onto any street shall be cleaned up immediately. 26: The property owner shall be responsible for maintenance of the storm drainage system on his property. 7: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 8: 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. 9: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 10: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 11: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 12: 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). 14: 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 (102mim) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 16: 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) 17: Maximum grade for all projects is 15% with a cross slope no greater than 5%. (City Ordinance #2435) 18: For all commercial, multi -family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 19: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating not. (City Ordinance #2052) 20: Fire hydrants shall be oriented in the direction of fire apparatus access. 21: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" distance) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4- foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 22: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #2052) 15: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 501.4) 25: Fire apparatus access roads "Fire lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 29: The infiltration trench on the south side of the lot is indicated for footing drainage; no roof drainage is allowed on the south side of the lot. Roof drainage shall be per the design approved during short plat review to address concerns from property owners to the west and south. 28: Site visit showed street trees are in poor condition. This must be corrected prior to calling for the landscaping/planning final inspection. 30: 'BUILDING PERMIT CONDITIONS' 31: 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. 32: 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. 33: 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. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 36: All wood to remain in placed concrete shall be treated wood. 37: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 38: 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. i 39: 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. 40: 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. 41: 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). 42: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 43: 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. 44: 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. 45: ***MECHANICAL PERMIT CONDITIONS*** 46: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 47: 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. 48: Manufacturers installation instructions shall be available on the job site at the time of inspection. 49: 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. 50: 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. 51: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 52: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 53: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 54: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 55: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 56: 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. 57: 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. 58: 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. 59: 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. 60: 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. 61: 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. 62: 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. 63: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 64: 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 65: All conditions of the Foster Short Plat short plat approval shall be met. The Geotechnical Engineer shall provide certification on a lot by lot basis that the work has been completed in accordance with all geotechnical recommendations. 66: The property owner is responsible for the maintenance of its storm drainage system and, for this purpose, shall have a maintenance plan in place and the responsibility for maintenance assighed prior to Public Works final. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 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 1500 PLANNING FINAL 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 9002 ROUGH -IN GAS PIPING 0701 ROUGH -IN MECHANICAL 8005 ROUGH -IN PLUMBING 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0412 UNDERFLOOR FRAMING 9001 UNDERGROUND 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR CITY OF TUKr.1LA Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://m,ww.Ttikwi laWA. gov Combination Permit No.r,j Project No.: Date Application Accepted: D I S Date Application Expires: r9 11 lot W.v 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 �I King Co Assessor's Tax No.: coq DOO CP 37 S Site Address: 14411 44th Lane South IFOSMR LANE LOT -# S PROPERTY OWNER Name: Orcas Homes, LLC Address: 813 Thomas Ave. SW City: Renton State: WA Zip: 98057 CONTACT PERSON — person receiving all project communication Name: Damian Norris Address: 2053 Faben Drive City: Mercer Island State: WA Zip: 98040 Phone: (206) 423-2124 Fax: (206) 275-1910 Email: damian@norrishomesinc.com GENERAL CONTRACTOR INFORMATION Company Name: Norris Homes, Inc. Address: 2053 Faben Drive City: Mercer Island State: WA Zip: 98040 Phone: (206) 275-1901 Fax: (206) 275-1910 Contr Reg No.: NOFJ;UH099LC Exp Date: 05/22/201.7 Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: j*1, Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: pacific Northwest Engineering, Inc. Engineer Name: Russel Shannon Bodge Address: 1944 Pacific Ave., Suite 310 City: Tacoma State: WA Zip: 98402 Phone: (253) 682-2850 Fax: Email: adlnin@pne-wa.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Coastal Community Bank Address: 10520 19th Ave. SE C'ty7 Everett State: WA Zip: 98208 H:Applications\Forms-Applications On Line= I ApplicationsTombination Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page I of 4 bh PROJECT INFORMATION — Valuation of project (contractor's bid price): $ 190,000.00 Scope of work (please provide detailed information): Construct a new single family residence with attached garage. DETAILED BUILDING INFORMATION — PROPOSED SQUARE PROJECT FLOOR AREAS FOOTAGE Basement 0 I' floor 1,331 2 ad floor 1,200 Garage m carport ❑ 633 Deck — covered ❑ uncovered ❑ % 1, Total square footage 3,164 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 at 206-575-4407. EQUIPMENT AND FIXTURES — INDICATE NUMBER OF EACH TYPE OF FIXTURE TO BE INSTALLED AS PART OF YOUR PROJECT. MECHANICAL: Value of mechanical work $ 8,000.00 1 furnace <100k btu 3 1 thermostat 1 0 emergency generator 0 fuel type: appliance vent 6 wood/gas stove 0 other mechanical equipment electric m gas ventilation fan connected to single duct water heater (electric) PLUMBING: Value of plumbing/gas piping work $ 11,000.00 3 bathtub (or bath/shower combo) 0 bidet 1 clothes washer 1 dishwasher 0 floor drain 1 shower 4 lavatory (bathroom sink) 2 sink 3 water closet 1 water heater (gas) 0 lawn sprinkler system 4 gas piping outlets H:Wpplications\Forms-Applications On Linet2011 Applications\Combination Permit Application Revised 8-9-1 Ldocz Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION Scope of work (please provide detailed information): Construct a new single family residence with attached garage. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. WATER DISTRICT ❑ ...Tukwila m... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Letter of water availability provided SEWER DISTRICT ❑ ...Tukwila m... 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): m ...Civil Plans (Maximum Paper Size — 22" X 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Hold Harmless — (SAO) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑... Hold Harmless — (ROW) PROPOSED ACTIVITIES (MARK BOXES THAT APPLY): ❑ ...Right -Of -Way Use - Potential disturbance ❑ .. Construction/Excavation/Fill - Right -of -Way... ❑ -or- Non Right -of -Way.. ❑ ❑ ...Total Cut Cubic Yards ❑ .. Work In Flood Zone ❑ ...Total Fill Cubic Yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size ............... WO # ❑ ...Residential Fire Meter Size ................. WO # ❑ ...Deduct Water Meter Size .................... " El... Temporary Water Meter Size .............. WO # ❑ ...Sewer Main Extension ..................... Public ❑ - or - Private ❑ ❑ .. Trench Excavation ❑ .. Utility Undergrounding El.. Backflow Prevention - Fire Protection " Irrigation " Domestic Water ❑... 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:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — APPLICABLE TO ALL PERMITS IN THIS APPLICATION — Value of construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: Signature: Date: 06/01 /2015 Print Name: Courtney Norris Day Telephone: (206) 275-1906 Mailing Address: 2053 Faben Drive Mercer Island WA 98040 City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Combination Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 4 of 4 bh BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME TES L PERMIT #INNE-0ot I44II 44 V 1,111E S . If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 2 yo Water/Sewer/Surface Water 9&0 Road/Parking/Access /CV0 A. Total Improvements ZvS tb 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 5. Enter total excavation volume Enter total fill volume cubic yards cubic yards Use the following table to estimate the grading plan review fee. Use the greater of the excavation and fill volumes. $250 (1) 0.00 (4) 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 $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ 250.00 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. RECEIVED CITY OF TUKWILA Approved 09.25.02 JUL 01 2015 Last Revised 01/01/14 bls�� 0 PERMIT CENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 0.00 (6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 0 Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width 20-15 100%) $10.00 15-10 75% $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC RATE YARDS 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1" 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for is 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 Technology Fee (5% of 6+8) Approved 09.25.02 2 Last Revised 01/01/14 $ (7) (8) 0.00 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter —,Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) E. Allentown/Foster Pt Sewer (Ord 2177) F. Special Connection (TMC Title 14) G. Duwamish H. Transportation Mitigation I. Other Fees Total A through I $_ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 0.00(9) 0.00 (10) 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 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 1 $300,250 $312,775 Temporary Meter 0.75" $300 2.5" $1,500 Approved 09.25.02 iCl`ear Form. Last Revised 01/01/14 3 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $15,934.44 D15-0165 Address: 1441144TH LN S Apn: 0040000375 $7,967.22 DEVELOPMENT $3,607.10 PERMIT FEE R000.322.100.00.00 0.00 $3,602.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,366.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $51.25 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $51.25 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 TECHNOLOGY FEE $204.74 TECHNOLOGY FEE R000.322.900.04.00 0.00 $204.74 D15-0166 Address: 14405 44TH LN S Apn: 0040000378 $7,967.22 DEVELOPMENT $3,607.10 PERMIT FEE R000.322.100.00.00 0.00 $3,602.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 IMPACT FEE $2,348.00 FIRE R304.345.852.00.00 0.00 $922.00 PARK R104.345.851.00.00 0.00 $1,426.00 MECHANICAL $189.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $189.00 PLUMBING $252.00 PERMIT FEE COMBOSFR R000.322.100.00.00 0.00 $252.00 PUBLIC WORKS $1,366.38 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $51.25 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $51.25 TRAFFIC IMPACT FEE R104.345.840.00.00 0.00 $1,013.88 Date Paid: Tuesday, September 29, 2015 Paid By: NORRIS HOMES INC Pay Method: CHECK 80367 Printed: Tuesday, September 29, 2015 10:44 AM 1 of 2 SY57EM5 Date Paid: Tuesday, September 29, 2015 Paid By: NORRIS HOMES INC Pay Method: CHECK 80367 Printed: Tuesday, September 29, 2015 10:44 AM 2 of 2 rTWSYS7EM5 Date Paid: Wednesday, July 01, 2015 Paid By: NORRIS HOMES INC Pay Method: CHECK 80328 Printed: Wednesday, July 01, 2015 2:53 PM 1 of 1 l��I+!r,� �J' WSYSTEMS BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME r-t7STE(Z .LAME LOt' PERMIT # 14411 4q V LkgE CO . If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water 9m) Road/Parking/Access A. Total Improvements Zvs b �0"60� 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 0.00 (4) 5. Enter total excavation volume Enter total fill volume cubic yards 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 1 100,00.0, 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 $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $_ 250.00 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. RECEIVEC? CITY OF TUKWILA Approved 09.25.02 JUL 0 12015 Last Revised 01/01/14 t) I S%- 0 PERMIT CENTER INSPECTION RECORD®'��, Retain a copy with permit 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 Proj ct: S Type ygf Insertion: c 6 'T f Address: { kwc-fie - Date Called/ SpecialInstructions: Date Wanted: a.m. .Z-3 —I p.m. Req ester: Phone No: (inspector: V i� luate: / 6 '3 6 I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. r INSPECTION RECORD Retain a copy with permit "G C6 IatftCION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro �e�f-C l orr(� Type of In ction: Address: l f I ° ` �� Jae Date Called: Special Instruction : � Date Wanted.. �� a.m. _ p.m. Requester: Phone No: rTA Approved per applicable codes. p Corrections required prior to approval. COMMENTS: on /P t4 Vll/ v Y V✓ / /7 C ard yCor (a,ca cql I f;E;P- vie'r r o Inspector: Date: j 7 U— / 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. N a INSPECTION RECORD Z7 Retain a copy with permit P fs"6f I 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 Prgjttct: IvOPIr Type f Inspection: f Arid ess: t Date ailed: Special Instruc io s: �A Date anted: a.m. =_-- Requester: Phone No: Inspector: Dat �; y 24 — t6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r Lb,. Type of Inspection: 1 l Qdio i Ft& + 4nd5CC i w't Address: Date Called: '�' Z Special Instructions: Date Wanted: a.m. f -Z'o/ p.m. Requester: °yy'li Phone No: Approved per applicable codes. El Corrections required prior to approval. pect9r: zo REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 6c LS INSPECTION RECORD f 6 Retain a copy with permit D Sr INSPECTION N0. PERMIT NO. DIVISION d� (206) 431r3v7g Project: Type of I ection: e r Address f 44_ ate Called: Special Instructions: Date Wa ed: a.m. —� p.m. Requester: Phone No: Approved per applicable codes. @'corrections required prior to approval. WIN Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. U INSPECTION RECORD Z� Retain a copy with permit INSPECT101MO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 m4e" L�t, a I _ QK P'Mect: r Type oo Ins ection: ` Aldress: ���� Q1 Date Calle' Special Instructions: Date Wand a.m. % p.m. Requ ster: Phone No: Inspector: Ef= Date: 6 ._2-o — `6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ilr INSPECTION RECORD Retain a copy with permit Pf ��d��� INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: c Type of In pection: A dress �{ L4C4- Date Called: G Special nstructions: Dat Wanted: a.m. — 1°- p.m. Requester: Phone No: Inspector: 4 Date:/` — t6 — (,6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECOR® Ig �\ Retain a copy with permit pt� r�� ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro• ct: c Ern S Gtti 4 Type o Inspection: S d l Add ess: C � � fie. Io f Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: kv a v Phone No �6- v3 r�fz Approved per applicable codes. Corrections required prior to approval. Inspector: Date c REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Cv INSPECTION RECORD Retain a copy with permit f �° s IN ECTIO 0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 V i f,& :kful L Project: O l' Crl Typ of I pe uon'.�J r f 0 ut 6 n Date Called: Special Instructions: AM Date wanted: a.m. t i p.m. l� Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. MENTS: r REIN5PECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L� i INSPECTION RECORD®(6S'' Retain a copy with permit I ECTION 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 Proj� t:� <S X Type Insp�tu Address: ff Date Cal e Special Instructions: �� Date Wanted: f a.m. �b p.m. Requester: Phone No: (inspector: p/ /- ( Date: ^ / _ 1 / REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 10 ,INSPECTION RECORD C� Retain a copy with permit INSPKjON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 93188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ' ct:T Type of Inspec ion: Myr ddress: Date al ed: pecial Instructions: Date Wanted: a.m. p.m. 4�---- Requester: Phone No: Inspector: :::?ate) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a INSPECTION RECORD _ `� Retain a copy with permit P f� _Cst . r �) I PEC O. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 1�!-K tttwl + Pr (ct: �, f� Typ of,lryspect �j �t t/ �ddress: � d, Date Calved: Special Instructions: Date Wanted p`m. m. - — Requester: Phone No: IInspector: j IDate: 3 - 2-60 _ I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a INSPECTION RECORD Retain a copy with permit Y NSPECTION NO. PERMIT NO. CITY OF TUKVWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ct: r Type of inspec'tiont, Address: q _ e opecNialn-structions: Dat tailed: Date, Wanted: a.m. P.M. Requester: Phone No: Inspector: Date l S- t ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ro INSPECTION RECORD 15 Retain a copy with permit D�� 6j 6 SP 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 Proje(f sp Pc4_ c ,1j l Type,O InspiNL� n: ddddree;s,: �I �c I� Date Called: Special Instructions: Date Wanted* a.m. 1� P.m. R quester. axt( P one No: ElApprovedper applicable codes. Lp Corrections required prior to approval. COMMENTS:, i� e- _ O 0117 tirl Cf 3 i 8 �0 t'CA ro Ck lire P Inspector Date_ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. r INSPECTION RECORD l Retain a copy with permit I/ i .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 Pr c�V� � Typ of Ins7ect0m, �(A Add�s ( Date Special Instructions: Date Wan d: a.m. p.m. Re uester: baaU Phone No: Inspector: r-K-Date: * -�. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �v INSPECTION RECORD 12, ; ) 3 Retain a copy with permit SPEC-s 10 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 &q Tr;iaace— * Pro''erct: /VD�f�`E! GGiS� Type of Inspections d A dress . Date Calle : Special Instruc io s: % J� Date Wanted: a.m. —z'—Z -� P.M. Requester: Phone No: Inspector: Date 7--3 — /6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r� INSPECTION RECORD ��� (� Retain a copy with permit ( j !N TION NO. PERMIT NO. CITE' OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 zPokectlA'L r �4Ir/� Ty Qof Ins ection: , 14„ Address: ,yK _ ��r, f t Y� r Date Ca d: Special Instructions: Date Wanted: / a.m. 7i — 2-3 _ p.m. Requester: Phone No: Inspector: Dater s 7i3 _ f6 REINSPECTIQN FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit�� INSPECTION NO. PERMIT NO. CITY OF TUKWILA, BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje / `v6� , %V � Type of IIInspectign. ''mil i�( C-%- Address: y` %t�f� ICJ, Date Called: Special nstructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: Date —2-� `16 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat[ to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (70p) 431-3670 Permit Inspection Request Line (206) 438-9350 Z;aS FrQp(q—cpc + P. o'ec � s Ty of Insp ction: �Q lLtq LS P ( e : AddU11 Date Cal d: Special Instructions: A� Datean tes� C a.m. p.m. Requester: Phone No: 11 Approved per applicable codes. 14 Corrections required prior to approval. ��r.fr 1' 1 - • IInspector: Jk�' IDate: 2,— re —(,6- REINSPECTI0N PEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a'�'t L INSPECTION RECORD fS-O I o-s" h) Retain a copy with permit IMPECTION 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 l r Type of Ins gectiX _ _ 14Q—CA Address: Date Cal . Special Instructions: elm Date Wanted: f a.m. 2- — (g kJ p.m. Requester: Phone No: Approved per applicable codes. Mcorrections required prior to approval. Ilnspector: I/� IDate: —%(S f� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e1 u INSPEI (� o� Retain a IN UYiION NO. MON RECORD copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 k206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'e Type of ecti Addres Date Called: Special Ins uctio s: Date Wanted: a.m. p. M. Requester: Phone No: Approved per applicable codes. EI Corrections required prior to approval. `-I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1--� INSPECTION RECORD �] / Retain a copy with permit /J( INSPECTION NO. PERMITNO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Prof *,— Type. of I sp Address- ` �,`f � Date Called: Special In(structionsG: � Date Wanted: a.oL p.m Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: iA Date, A I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to schedule reinspection. W INSPECTION RECORD ��� 0/1�-51- t 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 Projec t S'Ier Type of Insp ctionr:� r� Lf�v.— z w- Address: LL Date Called: Special Instructions: , Date Wanted: a.m. P.M. Requester: Phone No: Approved per applicable codes. 1-1 Corrections required prior to approval. REINSPECTION PEE 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 _ IRSPECTION 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 Type of Ins ectio{�� D Address:Date y h ry Called: l dw SpecialInstructions: Date Wanted: p dzz p. Requeste� Phone No: .� �Z5737 7e'l�:;71 /5 D74pproved per applicable codes. D Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit ID15-0 f6 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 �5216v-� .� Type of Ins lion: j / ze,Pj W'0 AddrgSjy ) /l � Date Called: � 4� / Special Instructions: Date Wanted: P.M. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IRVECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project.; / . Type of Ins ion: ,a A dFW� I Date Called: Special Instructions: Date Wanted: a.m. P.M. . equester: Phone No: Approved per applicable codes. tl Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD (7) Retain a copy with permit Cy INSrECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43436 Permit Inspection Request line (206) 438-9350 S' — - Project: p� �S Type f Insp lion: O 4yCh f d v ' Ades I cSo if Date Called: Special In tructions: 44 �`� Date , ante a.m. 0 " p.m. Re q ester: Phone No: or - ,. o pproved per applicable codes. 1-1 Corrections required prior to approval. I I paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type ref Inspection: !�.>yi 144e., /61 �— 0 Addriss, � Date Called: & Ct LN 6cial b 61 ) )k Instructions'. a.m. Date Wanti� F, p.m. Requester* Af, A Vh—oneN& —A If 12 J 1 E] Approved per applicable codes. 1-1 Corrections required prior to approval. Inspector. Date: 1-4 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD h/ Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ^ } Type of Inspectio y, Address: t1q 11 44 't- N.S Contact Person: Suite #: Special Instructions: Phone No.: A Approved per applicable codes. COMMENTS: L o tZ Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (1�,,��•.t �'d" Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming 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 P/�-- 01��"' Retain a copy with permit 16- .S — DU 6 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: N,A L - 0 Address: Contact Person: Suite #: Special Instructions: Phone No.: �4APproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Se Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: 6I/? //(, 1 Hrs.: ❑ 400-o'o REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD 11 S-- 0kX— Retain a copy with permit ~S _/ INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: // Contact Person: Suite #: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:-' �_ IS;� I Date: Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Prescriptive Energy Code Compliance for All Climate Zones.in Washington Project Information Contact Information , , 2:0$ Faben Dr ,Mercer Island WA 98040 ��rSz �...,, �1+, This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In ad ion, based on the size of the structure, the appropriate number of additional credits are ecked as chos b he permit applicant. I rIL C-w Authorized Representative Date S "Z (p' f! 5 All Climate Zones R-Value' U-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 491 0.026 Wood Frame Wall9XI 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 301 0.029 Below Grade Wall'k 10/15/21 int + TB 0.042 Slabd R-Value & Depth 10, 2 ft n/a "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. V WED FOR � � OTPU A� SEP 2 4 2015 CRY ofTAY& WAUNNG DIVISION Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. F,-/]2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary 013tion Descriotion Credit(s) la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 1 c Efficient Building: Envelope 1 c 2.0 2a Air Leakage. Control and Efficient Ventilation 2a. 0.5 2b Air Leakage Control and Efficient. Ventilation:2b .:: 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency. HVAC 3b 1.0 3c High Efficiency. HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergV.pdf l�*,- 0 1 (0sm *1200 kwh RECEIVED CITY OF TUKWILA JUL 0 120115 PERMIT CENTER 1.5 0.0 1.50 For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" 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-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. ' The second R-value applies when more than half the insulation is on the interior of the mass wall. i For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. ',Vindow, Skylight; and Door Schedule Project Information Contact Information Norris Homes, "ALICIA" Plan Norris Homes, Inc 2053 Faben Drive Mercer Island, WA 98040 Width Height Ref. U-factor Qt. Feet"`n Feet Inch Area UA Exempt Swinging Door, (24 sq. ft. max.) (entry) 0.19 13 16 s Exempt Glazed Fenestration (15sq. ft. max.) Vertical Fenestration (Windows and doors) Component Width Height ..Descdotion Ref. U-factor Qt. Feet "`n Feet "`n Area UA a Half Vent Jeldwe 0.30 b Picture Jeldwe 0.30 c Half Vent Jeldwe 0.30 d Picture Jeldwe 0.28 e Sliding Glass Door Jeldwe 0.30 f Single Hung Jeldwe 0.30 Single Hung Jeldwe 0.30 h Half Vent Jeldwe 0.30 i Picture Jeldwe 0.28 Half Vent Jeldwe 0.30 k Half Vent Jeldwe 0.30 I Half Vent Jeldwe 0.30 MER 0©EMO ©MEMO MMEMO MMEM■ ■MEMO MMEM■ MMEM■ MMEM■ ■■■■■ ■MOM■ MM■M■ MM■M■ MWEEZE �Nwl we MUMB I j .7 A- k" W. I Flu 01 1`_10 FIAA -77 Sum oVertical Fenestration -Area and UA Vertical Fenestration Area Weighted U:= UA/Area Overhead Glazing (Skylights) tompoinent' ... Width Height:. . . Description . ........ R6f.. U'factor .:.:.:Qt.,,Feet .inch :Feet inch �S k ftCMasfk,8aih)', je Idwe y4iLib Sky% I U-6idwe b:-3_9,,:�--_7-j 4 V ;J1 14 L:71" 24 I � 419.81- 125.45 0.30 Area UA' MKIMIJIMMEMIS Sumof Overhead Glazing Area, and UA 12:01 4.681 Overhead-. Glazing Area Weighted U UA/Area 0.39 Tbtjl'Sum of Fenestration Ated and.. UA .(f6rq heatinsystem sizingcalculations).1 451.81 133.93 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling Ioads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information (�olGr�3lomes;'AL1Cf'A�Platt�a7sb,. ,u.e ,,�,'' Norrts,Homes lnc's x. s.�.w.� ._.. [2053Faben DrMercer(151and TWA 980gi "'' ,`r ,..` ` .' RM R..r Heating System Type: OO Forced Air Furnace O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions _ Design Temperature Difference (AT) 45 Auburn AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions Insulation Attic Instructions R-49 � Single Rafter or Joist _Vaulted Ceilings T Instructions 1 R-38 Vented Above Grade Walls (see Figure 1) Instructions— R-21 Floors Instructions R-30 � Below Grade Walls (see Figure 1) .. Instructions ` No Below Grade Walls In this project. � Slab Below Grade (see Fig �) _ instructions No Slab Below Grade in this project. Slab on Grade (see Figure 1) Instructions No Slab on Grade in this project Location of Ducts Instructions Unconditioned Space Figure 1. AboveGrade Conditioned Volume t$;5' 21,514 U-Factor X Area = UA 0.30 R4'52 °k°' 135.54 U-Factor X Area = UA 0,026 i1128 29.33 U-Factor Area UA 0.027,480 K 12.96 U-Factor Area UA 0.056 173.94 U-Factor Area UA 0.029 1,33'11 38.60 U-Factor Area UA F-Factor Length UA F-Factor Length UA Sum of UA Duct Leakage Coefficient 1.10 390.36 Envelope Heat Load 17,566 Btu / Hour Sum of UA X AT Air Leakage Heat Load 10,456 Btu / Hour VolumeX 0.6XATX.018 Building Design Heat Load 28,022 Btu / Hour Air Leakage +Envelope Heat loss Building and Duct Heat Load 30,824 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 43,154 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss 1.25 for Heat Pump (07101113) Box 935 P.O.11up,W Ages Puyallup, WA. 98371 Engineering, LLC Main (253) 845-7000 A Geotechnical & Environmental Services LLC www.agesengineering.com Ed Flanigan Keller Williams International The Flanigan Group Orca Homes 1100 Dexter Ave. N., Suite 275 Seattle, WA. 98109 �/RVC W5DD +FOR `N ^ 4i VE Al�P OWED .t SEP 2 4 2015 City offukvft BUILDING DIVISION Subject: Geotechnical Report Foster Short Plat 4419 S. 14,e Street Tukwila, Washington 98168 Parcel Number: 0040000375 Dear Mr. Flanigan, July 28, 2015 Project No. A-1212 CORRECTION LTfl# I _ R E C E. IVED CITY OF TUKWILA SEP `0 3 2015 PERMIT CENTER As requested, we have completed a geotechnical evaluation for the new construction planned at the subject site located at 4419 S. 144t' Street in Tukwila, Washington. The location of the site is shown on the Site Vicinity Map provided in Figure 1. We were provided with the City of Tukwila Correction Notice #1, and 15 sheets of Civil Engineering plans showing the planned site development. According to the Correction Notice provide to us, the City of Tukwila has requested load bearing capacity for the foundations planned on the site, and recommendations for the foundation and roof drains on the lots. According to the plans provided to us, the existing structure on the site will remain and the remaining portions of the site will be subdivided to achieve 8 additional residential lots. The existing residence will be located on Lot 1. Lots 2 through 9 will be located on the remaining portions of the site. The new residences will be one- to two-story wood - framed structures with raised floors constructed over a crawl space. Attached garages will have slab -on - grade floors. Foundation loads should be relatively light, in the range of 1 to 3 kips per lineal foot for bearing walls and 25 to 50 kips for isolated column footings. The sites storm water system will be a combined infiltration and detention system. Development storm water from the sites' interior roadway will discharge to a detention vault constructed under the sites' interior roadway. Development storm water from the roof and foundation drains of each of the new structures will discharge to infiltration facilities constructed on each lot. An overflow for each of the infiltration systems will discharge to catch basins connected to a final catch basin that will link the sites' storm water system to the existing City of Tukwila system located in the adjacent South 144t' Street roadway. D115.1)1(6 o21(-,/1VrFL Mr. Ed Flanigan July 28, 2015 The conclusions and recommendations presented in this report are based on our understanding of the above stated site and the planned project design features. if actual site conditions differ, the planned project design features are different than we expect, or if changes are made, we should review them in order to modify or supplement our conclusions and recommendations as necessary. SCOPE OF WORK The purpose of our service was to perform a geotechnical evaluation of the site soil and groundwater conditions to develop design and construction recommendations for foundation bearing of the new structures planned on the site, and to discuss the planned storm water plan. Specifically, the scope of services for this Geotechnical Report will include the following: • Reviewing the available geologic, hydrogeologic and geotechnical data for the site area, and conducting a geologic reconnaissance of the site area. • Addressing the appropriate geotechnical regulatory requirements for the planned site development, including a Geologic Hazard evaluation. • Advancing four to five test holes in the planned new development area to a maximum depth of approximately 12.0 feet below surface grades. • Providing geotechnical recommendations for site grading including subgrade preparation fill placement criteria, and suitability of on -site soils for use as structural fill in the foundation areas. • Providing geotechnical recommendations for design and construction of new foundations including allowable bearing capacity and estimates of settlement. • Provide a discussion of the planned development storm water plan. SITE CONDITIONS Surface The subject site is a residential development located at 4419 S. 144" Street in Tukwila, Washington. The subject site is currently occupied with a single-family residence located in the northeastern portion of the site. The remaining portions of the site have been developed to include 8 residential single-family lots. The site is bordered with single-family residential parcels to the east, west, and south, and South 144h Street to the north. Site access is provided from South 144`h Street located along the north side of the site. To provide access to all of the lots, a new roadway was constructed onto the site. The new roadway extends from South 144"' Street at the center of the sites' northern property line. The site roadway terminates at two hammer heads located near the center of the site. The location of the site is shown on the Site Vicinity Map provided in Figure 1. In general, the site slopes down to the west at surface inclinations ranging from 0 to 8 percent. Site vegetation has been cleared along the majority of the site and consists of various landscape bushes and trees around the existing residence located in the northeast corner. Page - 2 - Mr. Ed Flanigan July 28, 2015 Mapped Soils According to the draft version of The Geologic Map of Des Moines, Washington, the soil in the vicinity of the site are mapped as glacial till (Qvt). The glacial till was deposited during the Vashon stade of the Fraser Glaciation, approximately 12,000 to 15,000 years ago. The till was deposited beneath the advancing glacial ice and consequently over -ridden by the glacial ice mass. The glacial till will typically be found in a very dense condition where undisturbed. The near surface soils at the site have been disturbed by natural weathering processes that have occurred since their deposition. No springs or groundwater seepage was observed on the surface of the site at the time of our site visit. A copy of the Geologic Map for the subject site is provided in Figure 3. Site Explorations On July 27, 2015 a representative from our office was on site to explore subsurface conditions at the site by advancing 4 hand -augured test holes to a maximum depth of 5.5 feet below existing surface grades. The approximate Test Hole locations are shown on the Exploration Location Plan provided in Figure 2. Our representative continuously monitored the excavations, maintained logs of the subsurface conditions encountered in each test hole, obtained representative soil samples, and observed pertinent site features. The specific number, location, and depth of the explorations were selected by Ages Engineering, LLC personnel in the field. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS) provided in Figure 4. The explorations performed as part of this evaluation indicate subsurface conditions at specific locations only and actual subsurface conditions can vary across the site. Furthermore, the nature and extent of any such variation may not become evident until additional explorations are performed or construction activities begin. The test hole logs are provided in Figures 5 and 6. Representative soil samples obtained from the test holes were placed in sealed containers and taken to a laboratory for further examination and testing. The moisture content of the soils obtained during our exploration were determined and are presented on the test hole logs. Site Soils In general, the soils we observed underlying the site during our site explorations confirm the mapped stratigraphy of the site area. The soils encountered in the Test Holes consist of 2 to 18 inches of old fill overlying native silty sand with gravel consistent with glacial till. The soils observed in Test Holes TH-1 through TH-3, located on Lots 2, 3, and 4 respectively, consist of 2 inches of wood chips overlying silty sand with gravel consistent with glacial till. The soils observed in Test Hole TH-4, located on Lot 6, consist of 2 inches of wood chips overlying old fill consisting of silty sand with gravel to a depth of 1.5 feet below surface grades. In general, the old fill was brown and in a medium dense and moist condition. Underlying the wood chips in Test Holes TH-1, TH-2, and TH-3, and underlying the fill in Test Page - 3 - Mr. Ed Flanigan July 28, 2015 Hole TH-6, we encountered silty sand with gravel consistent with native glacial till. The till was medium dense and weathered in the upper 3.0 to 4.0 feet. The unweathered glacial till was encountered at depths ranging from 3.0 to 4.0 feet below surface grades. The test hole logs are provided in Figures 5 and 6. Groundwater We did not encounter groundwater seepage in any of the test holes advanced at the site. However, we encountered mottled soils in the upper portions of the native glacial till soils indicating a seasonal perched water table likely develops above the dense glacial rill at times during the wet winter season. Perched groundwater levels and flow rates will fluctuate seasonally and typically reach their highest levels during and shortly following the wet winter months (October through May). DISSCUSSION AND RECOMMENDATIONS General Based on our study, in our opinion, soil and groundwater conditions at the site are suitable for the proposed development. The new structure can be supported on conventional spread footings bearing on the existing organic -free native site soils, or on structural fill placed above these existing soils. Floor slabs and pavements should be similarly supported. The native soils encountered at the site contain a high enough percentage of fines (silt and clay - size particles) that will make them difficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities will take place during the winter season, the owner should be prepared to import free -draining granular material for use as structural fill and backfill. The following sections provide detailed recommendations regarding these issues and other geotechnical design considerations. These recommendations should be incorporated into the final design drawings and construction specifications. Site Preparation and Grading To prepare the site for construction, all vegetation, organic surface soils, and other deleterious materials including any existing structures, foundations or abandoned utility lines should be stripped and removed from the new foundation area. Organic soil will not be suitable for use as structural fill, but may be used for limited depths in non-structural areas. Once clearing, stripping and cutting operations are complete, fill operations can be initiated to establish desired grades. In order to achieve proper compaction of structural fill, the native organic -free subgrade must be in a relatively stable condition. Prior to placing structural fill, and to prepare the Page-4- Mr. Ed Flanigan July 28, 2015 foundation subgrade, all exposed surfaces should be compacted with heavy vibratory compaction equipment to determine if any isolated soft and yielding areas are present. If excessively soft or yielding areas are present, and cannot be stabilized in place by compaction, they should be cut to firm bearing soil and filled to grade with structural fill. If the depth to remove the unsuitable soil is excessive, using a geotextile fabric can be considered, such as Mirafi HP270 or an approved equivalent, in conjunction with structural fill. In general, a minimum of 18-inches of clean, granular structural fill over the geotextile fabric should establish a stable bearing surface. A representative of Ages Engineering, LLC should observe the foundation subgrade compaction operations to verify that stable subgrades are achieved for support of structural elements. Our study indicates the native and fill soils encountered at the site contain a sufficient enough percentage of fines (silt and clay -size particles) that will make them difficult to compact as structural fill when too wet. Accordingly, the ability to use the soils from site excavations as structural fill will depend on their moisture content and the prevailing weather conditions at the time of construction. If grading activities are planned during the wet winter months, or the on -site soils become too wet to achieve adequate compaction, the owner should be prepared to import a wet -weather structural fill. For wet weather structural fill, we recommend importing a granular soil that meets the following gradation requirements: U. S. Sieve Size Percent Passing 6 inches 100 No. 4 75 maximum No. 200 5 maximum* * Based on the 3/A inch fraction Prior to use, Ages Engineering, LLC should examine and test all materials to be imported to the site for use as structural fill. Structural fill should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimum of 95 percent of the soils' laboratory maximum dry density as determined by American Society for Testing and Materials (ASTM) Test Designation D-1557 (Modified Proctor). The moisture content of the soil at the time of compaction should be within two percent of its optimum, as determined by this same ASTM standard. In non-structural areas, the degree of compaction can be reduced to 90 percent. Excavations All excavations at the site associated with confined spaces, such as lower level building and retaining walls, must be completed in accordance with local, state, and/or federal requirements. Based on current Washington State Safety and Health Administration (WSHA) regulations, the weathered glacial Page - 5 - Mr. Ed Flanigan July 28, 2015 till soils observed in the upper portions of the site would be classified as Type C soils. The deeper dense unweathered glacial till soils are classified as Type A soils. According to WSHA, for temporary excavations of less than 20 feet in depth, the side slopes in Type C soils should be laid back at a slope inclination of 1.5:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope and the side slopes in Type A soils should be laid back at a slope inclination of 0.75:1 (Horizontal:Vertical) or flatter from the toe to the crest of the slope. All exposed slope faces should be covered with a durable reinforced plastic membrane during construction to prevent slope raveling and rutting during periods of precipitation. These guidelines assume that all surface loads are kept at a minimum distance of at least one half the depth of the cut away from the top of the excavation slope and that significant seepage is not present on the slope face. Flatter cut slopes will be necessary where significant raveling or seepage occurs, or if construction materials will be stockpiled along the slope crest. If these safe temporary slope inclinations cannot be achieved due to property line constraints, shoring may be necessary. This information is provided solely for the benefit of the owner and other design consultants, and should not be construed to imply that Ages Engineering, LLC assumes responsibility for job site safety. It is understood that job site safety is the sole responsibility of the project contractor. Foundations The new residential foundations may be supported on conventional spread footing foundations bearing on the competent native organic -free native soils or on structural fills placed above these native soils. Foundation subgrades should be prepared as recommended in the "Site Preparation and Grading" section of this report. Perimeter foundations exposed to the weather should bear at a minimum depth of 1.5 feet below final exterior grades for frost protection. Interior foundations can be constructed at any convenient depth below the floor slab. We recommend designing new foundations for a net allowable bearing capacity of 3,000 pounds per square foot (psf). For short-term loads, such as wind and seismic, a one-third increase in this allowable capacity can be used. With the anticipated loads and this bearing stress applied, building settlements should be less than one-half inch total and one -quarter inch differential. For designing foundations to resist lateral loads, a base friction coefficient of 0.35 can be used. Passive earth pressures acting on the sides of the footings can also be considered. We recommend calculating this lateral resistance using an equivalent fluid weight of 350 pounds per cubic foot (pcf). We recommend not including the upper 12 inches of soil in this computation because it can be affected by weather or disturbed by future grading activity. This value assumes the foundations will be constructed neat against competent soil and backfilled with structural fill, as described in the "Site Preparation and Grading" section of this report. The values recommended include a safety factor of 1.5. Page - 6 - Mr. Ed Flanigan July 28, 2015 Foundation Parameter Summary Description *Des! n Value Net Allowable Bearing Capacity 3,000 psf Friction Coefficient 0.35 Lateral Resistance 350 pcf *Details regarding the use of these parameters are provided in the section above. Storm Water Development storm water from the roof and foundation drains of each of the new structures will discharge to infiltration facilities constructed on each lot. An overflow for each of the infiltration systems will discharge to the catch basin storm drain system on the site before connecting to a final catch basin that will link the sites' storm water system to the existing City of Tukwila system located in the adjacent South 140 Street roadway. The development storm water from the sites' interior roadway will discharge to catch basins leading to a detention tank placed under the roadway. The detention tank will discharge to a final catch basin that will link the sites' storm water system to the existing City of Tukwila system located in the adjacent South 144a' Street roadway. In our opinion, the development storm water plan as shown on the plans provided to us and described above should be sufficient to control and discharge the collected storm water. Slab -On -Grade Floors Slab -on -grade floors should be supported on subgrades prepared as recommended in the "Site Preparation and Grading" section of this report. Immediately below the floor slab, we recommend placing a four -inch thick capillary break layer of clean, free -draining, coarse sand or fine gravel that has less than three percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slabs. The drainage material should be placed in one lift and compacted to a firm and unyielding condition. The capillary break layer will not prevent moisture intrusion through the slab caused by water vapor transmission. Where moisture by vapor transmission is undesirable, such as covered floor areas, a common practice is to place a durable plastic membrane on the capillary break layer and then cover the membrane with a layer of clean sand or fine gravel to protect it from damage during construction, and aid. in uniform curing of the concrete slab. It should be noted that if the sand or gravel layer overlying the membrane is saturated prior to pouring the slab, it will not assist in uniform curing of the slab, and may serve as a water supply for moisture transmission through the slab and affecting floor coverings. Additionally, if the sand is too dry, it can effectively drain the fresh concrete, thereby lowering its strength. Therefore, in our opinion, covering the membrane with a layer of sand or gravel should be avoided. Page - 7 - Mr. Ed Flanigan July 28, 2015 ADDITIONAL SERVICES If changes are made in the loads, grades, locations, configurations or types of facilities to be constructed, the conclusions and recommendations presented in this report may not be fully applicable. If such changes are made, Ages Engineering, LLC should be given the opportunity to review our recommendations and provide written modifications or verifications, as necessary. We should also provide geotechnical services during construction to observe compliance with the design concepts, specifications, and recommendations. This will allow for expedient design changes if subsurface conditions differ from those anticipated prior to the start of construction. LIMITATIONS We prepared this report in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied, is made. This report is the copyrighted property of Ages Engineering, LLC and is intended for the exclusive use of Mr. Ed Flanigan and his authorized representatives for use in the design, permitting, and construction portions of this project. The analysis and recommendations presented in this report are based on data obtained from others and our site explorations, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible. The nature and extent of which may not become evident until the time of construction. If variations appear evident, Ages Engineering, LLC should be requested to reevaluate the recommendations in this report prior to proceeding with construction_ A contingency for unanticipated subsurface conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our fnrn during construction to confirm that the conditions encountered are consistent with those indicated during our exploration, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Page - 8 - W. Ed Flanigan July 28, 2015 We trust this information is sufficient for your current needs. If you have any questions, or require additional information, please call. Respectfully Submitted, Ages Engineering, LLC P. KNRY p`� -o C - f to fi 38917 lo 7-28-ZOIS �eI 1STa4 01VAL �•`- EXPIRES Bernard P. Knoll, H, P.E. Principal BPK:bpk Project No.: A-1212 ATTACHMENTS: Figure I — Site Vicinity Map Figure 2 — Exploration Location Plan Figure 3 — Geologic Map Figure 4 — Unified Soil Classification System Figures 5 and 6— Test Hole Logs Page - 9 - S133r.1S` S99^hAi tarth Scorn: Purr Riverton S 134th St c ` 4 v Foster 4? Eosin Golf y r nts Je P Q E � S 138th St rlvEstoN - rFr� r 1.r'h Sri/:x Ca�� 5.."=t i R v& tan G Est ,moo v a ' is Crn-trry S 140th St .156 A r Co S 142nd St � O i 3 �Ip S 14 th St N a S 146th St ti N a ti C IS48 a Y e VI A Fo t D r ' � S 150th St Q S 1S4th St ] rn. -s �,. , sta s tStth Sr N �; S 156th St p l d -t a 1 ` k S 158th t ,f /��rld �3h1�1�ti,ti_ t....+-•ter Q Cryi ta! Spnngs Pori 7O S 160th St Wrsrtr'd 154 B.kcr B:.d 1Suth:n�,.G•.� A/.prJr �f S 164th St Str4nder Blvd Stran of ParA 0 Cr-m7rry C� S 166 St 3 lj y � N 'IS3 r S 17cth St 5; Sr :ttP T.;.i----Tu < . t-;rranon.Il A -port S !2nd St I:. Minkler 8:vd Minkler 81 S 173rd St N a' S 175th St �. S 176th St d M 2 A COtt- Semw T.-tom : .; 4 S I78th St % h^trmzfi n cl A. ✓' •G 2000 feet 500 m S�80th5. $ I=h PI N N S 180th St .. Approximate Site Location Ages Engineering, LLC P. O. Box 935 Puyattup, WA. 98371 Main (253) 845-7000 www.agesengineering.com Site Vicinity Map Foster Short Plat 4419 S 144th Street Tukwila, Washington Project No.: A-1212 July 2015 Figure 1 Ulm - FAJU r.' 1. •W1 Al aft -A, ,. L \41, k ♦ TH-2 LOTS i fy KEY: APPROXIMATE LOCATION OF TEST ROLE TH-1 Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 W W W.a8esengHU=in8.can Exploration Location Plan Foster Short Plat 4419 S. 144'b Street Tukwila, Washington Project No.: A-1212 July 2015 Figure 2 Qvt Approximate Site Location Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Main (253) 845-7000 www_agesengineering.com t Geologic Map Foster Short Plat 4419 S. 144' Street Tukwila, Washington Project No.: A-1212 I July 2015 Figure 3 UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME GRAVEL GW Well -Graded GRAVEL WITH GP Poorly -Graded GRAVEL GRAVEL < 5 % FINES GRAVEL GW-GM Well -Graded GRAVEL with silt GW-GC Well -Graded GRAVEL with clay WITH COARSE More than 50% Of Coarse Fraction Retained on BETWEEN 5 AND 15 % FINES GP -GM Poorly -Graded GRAVEL with silt GP -GC Poorly -Graded GRAVEL with clay GRAINED No. 4 Sieve GRAVEL GM Silty GRAVEL SOILS WITH > 15 % GC Clayey GRAVEL FINES SAND SW Well -Graded SAND WITH SP Poorly -Graded SAND More than 50% Retained on SAND < 5 % FINES SAND SW-SM Well -Graded SAND with silt No. 200 Sieve SW -SC Well -Graded SAND with clay More than 50% Of Coarse Fraction Passes WITH BETWEEN 5 AND 15 % FINES SP-SM Poorly -Graded SAND with silt SP-SC Poorly -Graded SAND with clay No. 4 Sieve SAND WITH > 15 % SM Silty SAND SC Clayey SAND FINES FINE GRAINED Liquid Limit Less than 50 ML Inorganic SILT with low plasticity CL Lean inorganic CLAY with low plasticity SOILS SILT AND OL Organic SILT with Iow plasticity CLAY MH Elastic inorganic SILT with moderate to high plasticity More than 50% Passes Liquid Limit 50 or more CH Fat inorganic CLAY with moderate to high plasticity No. 200 Sieve Organic SILT or CLAY with moderate to high plasticity HIGHLY ORGANIC SOILS PEAT NOTES: (1) Soil descriptions are based on visual field and laboratory observations using the classification methods described in ASTM D-2488. Where laboratory data are available, classifications are in accordance with ASTM D-2487. (2) Solid lines between soil descriptions indicate a change in the interpreted geologic unit. Dashed lines indicate stratigraphic change within the unit. (3) Fines are material passing the U.S. No. 200 Sieve. Ages Engineering, LLC P. O. Box 935 Puyallup, WA. 98371 Unified Soil Classification System (USCS) Foster Short Plat 4419 S. 144`1i Street Main (253) 845-7000 Tukwila, Washington www.agcsengineering.com Project No.: A-1212 July 2015 Figure 4 Ages Engineering, LLC Test Hole TH-1 DATE: July 27, 2015 LOGGED BY: BPK T th Soil Description t Q Brown mottled reddish -orange silty SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. (SM) (Glacial Till) 5 1Test Hole terminated at a depth of 4.5 feet below surface grades. No groundwater seepage encountered. 10 Test Hole TH-2 DATE: July 27, 2015 LOGGED BY: BPK Depth Soil Description (feet) 0 Brown mottled reddish -orange silty SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. (SM) (Glacial Till) 5 1Test Hole terminated at a depth of 4.5 feet below surface grades. No groundwater seepage encountered. 10 P.O. Box 935 Puyallup, WA. 98371 Office (253) 845-7000 ELEV: Notes M% I Other ELEV: Notes M% I Other Figure 5 PmjwN..: A-1212 Ages Engineering,ILL C P.O. Box 935 Puyallup, WA. 98371 Office (253) 845-7000 Test Hole TH-3 DATE: July 27, 2015 LOGGED BY: BPK ELEV: Depth Soil Description Notes feet M% I Other Brown mottled reddish -orange silty SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. (SM) (Glacial Till) 5 Test Hole terminated at a depth of 4.5 feet below surface grades. No groundwater seepage encountered. 10 Test Hole TH-4 DATE: July 27, 2015 LOGGED BY: BPK ELEV: Depth Soil Description Notes (feet) M% I Other 0 FILL: 2 INCHES Wood Chips overlying brown silty sand with gravel, medium dense, moist. Brown mottled reddish -orange silty SAND with gravel, medium dense, moist. (SM) (Weathered Glacial Till) Brownish gray silty SAND with gravel, moderately cemented, dense, moist. 5 (SM) (Glacial Till) Test Hole terminated at a depth of 5.5 feet below surface grades. No groundwater seepage encountered. 10 Figure 6 Project No.: A-1212 ENGINEERING ANALYSIS FOR: NORRIS HOMES po[�N SITE: ICQ PAFLIAidCE PPd20KdD EP 2 4 2015 aPYuMdlo K► NO DIVISION 14411 44TH LN S. TU KWI LA, WA iiii MIMMIN -J' ■■■■■■ ■■■■■■ ■■■■■■ ■■ ism ■■ 11 1� ORIGINAL STAMP MUST BE RED 15 *00' TO BE VALID O �GIS'TE�' w MAY 19 2015 FL 5 RECEIVED CITY OF TUKWILA JUL 01 2015 PERMIT CENTER DATE: PLAN NUMBER .,. ,.r^ ` " Er '^'�' e rt x ^z,tz 'l rq c PACIFIC NORTHWEST ENGINEERING INC. 5.19.2015 ALICIA ,wwre 4.eurararm�nruaeax Ph- MODOW /Z CONSULTING PACIFIC NORTHWEST ENGINEERING INC. ENGINEERS Real The enclosed documents are to be used in conjunction with the plans referenced on the cover. It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Scope of Engineering: Engineering analyses and design to resist lateral and gravity loads in accordance with the 2012 IBC have been performed and incorporated into stamped "S" sheets. All analyses and calculations are included in this engineering report. Engineering assumptions are listed below. If these conditions are not present at the site, these calculations are void and Pacific Northwest Engineering Inc. must be contacted immediately. LOADING CRITERIA Building Code 2012 International Building Code Seismic Design Catagory D Ss 1,51 S 1 0.50 Response Mod Factor 6.5 Site Class D Basic Wind Speed 110 MPH Exposure B LIVE LOADS (psf) U.N.O. -Uninhabitable attics without storage 10 -Uninhabitable attics with storage 20 -Habitable attics and sleeping areas 30 -All other areas 40 DEAD LOADS (psf) U.N.O. -Roof with composition roofing -Floor 15 10 SNOW LOADS (psf) U.N.O. -Snow 25 SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 18" PACIFIC NORTHWEST ENGINEERING INC. 1944 Pacific Ave; Ste 310 Tacoma, WA 98402 Phone (253) 682-2850 Fax (253) 682-2851 2 of 37 F-1 DodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN Alicia Shear.wsw WoodWorks® Shearwalls 10.21 May 18, 2015 11:50:38 Level 1 of 2 . ._. _.... 45' E-1 E-2 E-3 A-1 0' S' 10' 15' 20' 25' 30, 35' 40' 35' 30' 25' - 20' .._._ .._ _1.5'. 10, B-2 5' 0.. 40' 45' 50' Change = Selected wall(s) 3 of 37 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN Alicia Shear.wsw WoodWorks® Shearwalls 10.21 May 18, 2015 11:50:38 Level 2 of 2 45' E-1 40' C ; 35' v 30' 25' 20' v 15' C-1 C-2 °' -1 —1Y C-3 C-4 10' 5' 0' 0' 5' 10, 15' 20' 25' 30' 35' 40' 45' 50, Orange = Selected wall(s) 4 of 37 Woodworks® Shearwans SOFTWARE FOR WOOD DESIGN WoodWorksO Shearwalls 10.21 Alicia Shear.wsw Project Information COMPANY AND PROJECT INFORMATION Company Project Pacific Northwest Engineering 1944 Pacific Ave; Suite 310 Tacoma, WA 98402 253-682-2850 DESIGN SETTINGS May. 19, 2015 11:39:48 Design Code Wind Standard Seismic Standard IBC 2012/AWC SDPWS 2008 ASCE 7-10 Directional (All heights) ASCE 7-10 Load Combinations Building Code Capacity Modification For Design (ASD) For Deflection (Strength) Wind Seismic 0.70 Seismic 1.00 Seismic 1.00 1.00 0.60 Wind 1.00 Wind Service Conditions and Load Duration Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F 19% 10% 4.00 2.00 Maximum Height -to -width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - Ignore non -wood -panel shear resistance contribution... Collector forces based on... 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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 24x36; 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. Please provide a Geotechnical soils analysis report of the site by a registered geotechnical engineer. Evaluation shall include load -bearing values of site soils for footings and provide recommendations for a footing drainage system including separate recommendations for down spout drainage system. Engineering calculations for footing soils load bearing specifications shall be consistent with the geo-tech report. 2. Revise labeled elevations to be identified as North, East, South and West. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • (Public Works Review Comments) 1. Submit copy of geotechnical report and cross reference the geotech report on the site plan drawing. State report title, date, name, address and phone number of the geotech firm. 2. For clarification please add in large bold letters callout that the south infiltration trench is for foundation drains only/no roof drains are allowed. 3. Enter revision date, description and number in the revision title block. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 a Tukwila Washington. 98188 9 Phone 206-431-3670 9 Fax 206-431-3665 If you have any questions, I can be reached at 206-433-7165 Sincerely, WI& 1�7 Rachelle Ripley Permit Technician File No. D15-0165 6.300 Snuthren.ter Roulevard Suite #100 • Tukwila Wn.chinvtnn 9R1RR • Phnne 206-431-3670 • Fnx 206-437-3665 I PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0165 DATE: 09/10/15 PROJECT NAME: FOSTER LANE - LOT 5 SITE ADDRESS: 1441144TH LN S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: aVJ fi ICJ `� to Building Division Fire Prevention ❑ Planning Division ❑ (S)S Awc. 1(�`f ❑ Public Works Structural Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/08/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0165 DATE: 07/01/15 PROJECT NAME: FOSTER LANE - LOT 5 SITE ADDRESS: 1441144 LN S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AT co V4 �L Building Division Fire Prevention Planning Division Id Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 07/07/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/04/15 Approved ❑ Approved with Conditions ❑ Corrections Required � Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only �( CORRECTION LETTER MAILED: U liq Departments issued corrections: Bldg Fire ❑ Ping ❑ P1 0 Staff Initials: 12/18/2013 City of Tukwila s REVISION Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9' z+ 15 Plan ChecldPermit Number: D 15-0165 ❑ Response to Incomplete Letter # RECOVED ® Response to Correction Letter # 1 M. ry OF TUMILA ❑ Revision # after Permit is Issued SSETP 0 3 2015 ❑ Revision requested by a City Building Inspector or Plans Examiner Pt=FtX-41'r C-F.NTEP Project Name: FOSTER LANE LOT 5 Project Address: 14411 44TH LN S Contact Person:_ jA m iA t� ND R R1 S Phone Number: Z 0 to 4 2; 2 I Z 4 Summary of Revision: '' Cotti�r�Glio_yE� Co�ZR�z,T�orJ L�"TjE� B•re•�S to Sheet Number(s): 1 "Cloud" or highlight revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on WAPermit CentedTemplatesTormARevision Submittal Form.doc Revised: March 2014 lot 6300.So,•`, enter Boulevard, Suite #1.00 Tukwila sbington 98188 Phone: 2vo-431-3670 Web site: htto://www.TukwilaWA.gov PERMIT NO.: Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location ate+ size of main): I H14 1 H lLi f!� LAIIJE _ -001tf (f05rFX S1 Owner Information Agent/Contact Person Name: r +( 5 Name: ORRI S } dYV\ C . oro Address tl Address: 2053 ,AV S040, WA, Phone: Phone LZ0(0)275-196J cle0qr) This certificate is for the purposes of. Residential Building Permit . ❑ Preliminary Plat ❑ Short Subdivision Commercial/industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and water meter sizes : _ Vehicular distance from nearest hydrant to the closest point of structure i. Area isyse7ed by (Water Utility Di�rict): 15t N Ci COV NT N WATU D1 micr 12 5 Agent S•7.1 S Date j Part B: To be completed by water utility district _ _ I 1. The proposed project is within k kL3 ' -L 4 (City/County) 2. No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: RECEIVED CITY OF TUKWILA 5 (Use separate sheet if more room rs needed) PE ER 4. Based upon the improvements listed above, water can a provided and will be available at the site with a flow of 1,7C)C) gpm at.20 psi residual for a duratian of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water ailability: Acceptable service can be provided to this project 17 Acceptable service cannot be provided to this project unless the improvements in.ltern 13-2 are met. System is not capable of providing service to this project. b.. l hereby certify that the above information is true and correct. i .t ct_w a 5 --- --421E Agency hone . L By Daw E--K P r (6 — ?—n --i I- 2 0 6 - 2�t �.- �`.�' 1"7 Certificate of Water Availability King County Water District No. 12 The following ten'n's and conditions apply to the attached Certificate of Availability ("Certificate"). 1; This Certificate of Water Availability is valid only for the real property referenced .herein for the sole purpose of submission to the.City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person. or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant wall be.able to obtain the necessary permits, approvals and authorizabor) from the City or any other applicable land, use jurisdidbon or. governmental agency necessary before applicant can utilize the utility service which is .the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject .of this Certificate, and the utility systems exist or may be extended by -the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may -not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. - 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, inc ding conservation, water restrictions, and other policies and reg I tion then in ct. Applicant's Signature Date 5-7.15 District Representative _ �.; Date 5--2 -i5 • I rEX. ;� t ",N1. � WEE t% � 3460STOMSuititlo0 { l✓ t.S SrOW% WA 98100 PhO00: (IMU42- 3236 �0 For. f200 242-1S?7 CERTIFICATE OF SEWERAVAILABILITY / N0 AVAILABILITY Residential: $ 30.00 Commercial. $100.00 Certificate of Sewer Availability OR Ci Certificate of Sewer Non Availability Part A• f To Be Com Iced i!pi�ant } Purpose of Certificate: Building Permit Q Preliminary Plat or PUD Q Short Division Q Rezone Q Other Proposed Use: Q Commercial Q Residential Single Family Q Residential Multi -Family Q Other Applicant's Name tdorrls Homes, Inr- Phone Number Io6275t401 Property Address } . _ y zANI 5flu Tax Lot Numbers I Legal Description (Attach Map and legal Description if Necessary); Foster Short Plat L oT # 5 Part B: f To be CgMpleted by Sewer Agency I 1 a. A Sewer Service will be provided by side sewer connection only to an existing F167 size sewer feet from the site and the sewer system has the capacity to serve the proposed use. EXEC OR Q b. Sewer service will require an Improvement to the sewer system of: C' TY O� Q (1) Q feet of sewer trunk or lateral to reach the site; and/or Q (2) The construction of a collection system on the site and/or Q (3) Other (describe) 2. Must be completed If 1. b above is checked t.., a. The sewer system improvement is In conformance with a County approved sewer com ?rrN'fIRM�gg��nn����.� plan, OR n b. The sewer system improvement will require a sewer comprehensive amendment. 3. a. The proposed project Is within the corporate limits of the Distrio, or has been granted Boundary X.. Review Board approval for extension of service outside the District. OR (Q a. Annexation or SRO approval will be necessary to provide service. 4. Service is subject to the following; Permit $ J fJ 1, 0, 7 a. District Connection Charges due prior to connection: (-' GFC: $ E � SFC: $(�,I Unit: $ E= Iota[ $ (Subject to Change on January 1st) Either a King County/METRO Capacity Charge, SWSSD or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: © Required ❑ May be Required c. Other I hereby certify that the above sewer agency information Is true. This certification shall be valid for one year from theme of signature, / 8y ritte Date KWILA 2015 i ATTACHMENTTO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAiLABILITYMON-AVAILABILITY The following terms and conditions apply to the attached Valley View Sewer District ("District") Certificate of Sewer Avaifabiiity/Non Availability. ('Certificate") 1. This certificate is valid only for the real property referenced herein ("Property") which is In the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, lfing County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This: certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third=party beneficiary principles or otherwise.. 2. This Certificate creates no contractual relationship between the District and the applicant and Its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service, 3. As of the date of the District's signature on this Certificate, the District represents thatsewer service Is available to the Property through sewer systems that exist or that may be extended by the applicant. The District snakes no other, representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila; City of Burlen, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which Is the subject of this Certificate. 4. If the District orthe applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations, in addition, the govemmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer servlcet to the Property, S. Application for and possible provision of sewer service to the Property Shall be subject to and conditioned upon availability of sewerservice to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations In effect at the time of such application. 1 acknowledge thatl have received the Certificate ofSewerAyallabilitylNan Avaitabiliryand this attachment, and fully understand the terms and conditions herein. _. Applicant's signature nanlian Norris _ _ Date s•T ioi5 NORRIS HOMES INC Page 1 of 2 Home Inicio en Espanol Contact Safety AdMiL Apow Washington State Department of 4jLabor & Industries NORRIS HOMES INC Owner or tradesperson Principals NORRIS, JOHN BRADLEY, PRESIDENT NORRIS, COURTNEY BRYNN, VICE PRESIDENT Doing business as NORRIS HOMES INC WA UBI No. 601 320 348 License Search L&I A-% Index Help My Secure I &I Claims & Insurance Workplace Rights Trades & Licensing 2053 FABEN DR MERCER ISLAND, WA98040-2001 206-275-1901 KING County Business type Corporation 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. NORRIH1099LC Effective — expiration 06/03/1991— 05/22/2017 Bond ................ OLD REPUBLIC SURETY CO $12,000.00 Bond account no. YL1219776 Received by L&I Effective date 02/16/2002 05/22/2002 Expiration date Until Canceled Insurance ......................... Wesco Insurance Co $1,000,000.00 Policy no. WPP1377444 01 Received by L&I Effective date 06/04/2015 05/31/2015 Expiration date 05/31/2016 Insurance history Savings .................. No savings accounts during the previous 6 year period. Lawsuits against the,bond or savings Cause no. 10-2-02704-1 SEA Dismissed ............................... Complaint against bond(s) or savings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601320348&LIC=NORRIHI099LC&SAW= 9/29/2015 SEPAR/yEE:p-ERMIT REQUIRED FOR. i Mpchanicaf LWtIectrical 13 Plumbing 0 Gas Piping icy of Tukwitim ING REVISIONS No changes shall b ade to the scope of work without prior approval of Tulc�rrila Building Division. �10TE: Revisions will require a new plan submittal and may include additional plan review fees. , PLANNING APPROVED . No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: Date:..,.,,_ 0 Al A2 A3 A4 SO S1 S2 S3 S4 SS SD 1 SD2 DTI G1 S. 140TH ST. "Z- 0 w N >� 5 a a N Vl z PROJE 5. 144TH ST. S. 146TH ST. S. 154TH ST. 518 S. 148TH ST. S..150TH Si. VICINITY MAP NTS 1n COVER MAIN FLOOR PLAN UPPER FLOOR PLAN ELEVATIONS 1 (FRONT & LEFT) ?'o ELEVATIONS 2 (REAR & RIGHT) ENGINEERING GENERAL NOTES FOUNDATION PLAN LE COPY Permit mo. —ha-.DLb-S-- Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of an adopted C r ordinance. Receipt Of approved Field PY and C 'Ong is acknowl edged: By: Date: 9 -q-9 -I City of Tukwila BUILDING DIVISION 1ST FLOOR SHEAR WALLS, HOEDOWNS AND STRUCTURE 2ND FLOOR FRAMING 2ND FLOOR SHEAR WALLS, HOEDOWNS AND STRUCTURE ROOF FRAMING STRUCTURAL DETAILS STRUCTURAL DETAILS TYPICAL DETAILS GENERAL NOTES SEP 2 4 2015 of` uk iW -- yC DIVISION RECEIVED CITY OF TUKWILA JUL �0 12015 PERMIT CENTER NOTE: VERIFY ALL DIMENSIO Impervious Surface Calculations Lot area 6578 SQFr Building Area 2060 SOFT Lot Coverage 31.3 Other Imperv. 542 SOFT Total lmperv. 2602 SQFr 50' ;o .l_ NOTES 1.2X6'EXTERIOR WALLS TYP. 2X4 WALLS HAVE BEEN SHADED 2.2X4 INTERIOR WALLS TYP. 2X6 WALLS HAVE BEEN SHADED 3. ALL NAILING INTO TREATED LUMBER(INCLUDING SHEAR NAILING) MUST BE HOT DIP GALV. STAINLESS STEEL, OR EQUIV. ALL HANGERS/TIES IN CONTACT WITH TREATED LUMBER MUST BE Z-MAX, STAINLESS STEEL, OR EQUIV. 4. PROVIDE 4" EACH SIDE OF DOORS TO ALLOW FOR CASING TYP. 5. INSTALL STAIRS PRIOR TO UPPER FLOOR FRAMING 6. SEE SHEET S3 FOR MAIN FLOOR STURTURAL/SHEAR 7. ENERGY CODE COMPLIANCE PER 2012 WSEC • ATTIC R49 • VAULT R38 • WALLS R21 • UNDER FLR. R30 SQUARE FOOTAGE LIVING AREA MAIN FLOOR 1331 SQ.FT UPPER FLOOR 1200 SQ.FT TOTAL 2531 SQ.FT GARAGE 633 SQ.FT PORCH 96 SQ.FT z cow 8 gg C E g L a N.. COPYRIGHT: 2009 DRAWN BY: DAMIAN NORRIS DATE: 6/23/20I5 SHEET TITLE .MAIN FLOOR PLAN MARKI DATE I DESCRIPTION SCALE: %4" = 1'-0 (UNO) 38'-5 1/2" 12'-5" 12'-4 1/2" j r 5'-II" 3'-0" 3'-0 cdo- 6'-41/2"`°'6'-71/4" 4-0 / 4 0 82 .^. 6-0 / 4-6 (EGRESS) 55 4-0 - • O N 13'-8" 7'-0 3/4" � N BED #2 6' OVAL TUB MSTR. BATH MASTER BEDROOM (VAULT CEILING) 10 .Q 83 � 83 II 6'-1 1/4" v II N I- ---1 II N=____=___ 04 II v9 144 I II II FU NACE N j ( II °P A IC AB VE i._ 3'-2 1/2" LINEN — — �j 14 0 rw n 11 4 SHELVES L MSTR. CLOSET y c� 3'-7" 1 - N N NJ 85 83 7'-10" OPEN RAIL 39 VERIFY N HUMP IN cv FLOOR P( IOR TO OFRAMIN COMPLETION V2 B VENT MAINTAIN - 10 2 ldI.�L :L G'EA- & N OPEN TO BELOW oKYJH SOLID CORE DOOR W/ _ 83 3'-7 I/2" �I BED #3 55 5-0 / 4-8 (EGRESS) 5-6 / 5-0 N 0 N 3'-6" 12'-6" 2'-6 1/2" 18'-6 1/2" II'-5 1/2" 8'-5 1/2" 38'-5 1/2" 1'-6 I/2" TWP-D FOR .;Mc I IFLIANOE , 0.5h APPSEP 2 4 2015 4_ l� F City offukvvila UINQ- DIVISION NOTES 1. 2X6 EXTERIOR WALLS TYP. 2X4 WALLS HAVE BEEN SHADED 2. 2X4 INTERIOR WALLS TYP. 2X6 WALLS HAVE BEEN SHADED 3. ALL NAILING INTO TREATED LUMBER (INCLUDING SHEAR NAILING) MUST BE HOT DIP GALV. STAINLESS STEEL, OR EQUIV. ALL HANGERS/TIES IN CONTACT WITH TREATED LUMBER MUST BE Z-MAX, STAINLESS STEEL, OR EQUIV. 4. PROVIDE 4" EACH SIDE OF DOORS TO ALLOW FOR CASING TYP. 5. INSTALL STAIRS PRIOR TO UPPER FLOOR FRAMING 6. SEE SHEET S5 FOR UPPER FLOOR STURTURAL/SHEAR 7. ENERGY CODE COMPLIANCE PER 2012 WSEC • ATTIC R49 • VAULT R38 . • WALLS R21 • UNDER FLR. R30 ci z c moo£. d.8 g �Ecz C-1 cm U — bAm n Q fW Imam low 0 1 COPYRIGHT: 2009 DRAWN BY: DAMIAN NORRIS DATE: 6/23/2015 SHEET TITLE UPPER FLOOR PLAN MARK DATE DESCRIPTION 2 ,SCALE: %4" = I'-0 WNO) 8:12 12:12 I OPTION: WHEN EAVE PROJECTION EXTENDS WITHIN 5' OF PROPERTY LINE. USE SOLID BLOCKING IN PLACE OF EAVE BLOCK VENTS, AND USE 8" ROOF JACK VENTS - TO PROVIDE LOWER ATTIC VENTILATION. OTHERWISE I HR. ON UNDERSIDE MINIMUM FIRE RESISTANCE RATING o CONSTRUCTION IS NEEDED. PER TABLE 302.1(1) Er 12:12 FRONT ELEVATION No fZTw I UPPER FLOOR LINE MAIN FLOOR LINE a 8:12 w LEFT ELEVATION E'AS7" CD 2:12 111�1�11�1 �IIIoI�IA�] 12:12 12:12 8:12 FlyG11►l M010 »►�I4 SLOPE GRADE AWAY 6" OVER 10' OR EQUIV. TYP. 1. 30YR COMP. ROOFING TYP "WEATHERWOOD" COLOR. 2. HARDI PLANK LAP SIDING TYPICAL, 7 REVEAL 3. USE TREATED Y2' PLYWOOD UNDER ALL CULTURED STONE LOCATIONS 4. FLASHING PER NOTE IA 5. ADDRESS PER NOTE F6 Z gr 8 Q RE VV D FOR m J CODE C N..i> C ARP' OVED SEP 2 4 2015 0 PF �S City of To1�l 8{,JILDiNQ DIVISION COPYRIGHT: 2009 DRAWN BY: DAMIAN NORRIS DATE: 6/23/2015 'ARRECTODW SHEET TITLE LTR ELEVATIONS RECI_.4VED CITY OF TUKWILA SEP 0 3 2015 PERMIT CENTER NOTES 8:72 12:12 U REAR ELEVATION No 8:12 N O UPPER FLOOR LINE nn>•11111►1010M►.� 8:12 I 11 1. 30YR COMP. ROOFING TYP "WEATHERWOOD" COLOR. 2. HARDI PLANK LAP SIDING TYPICAL, 7" REVEAL 3. USE TREATED %2 PLYWOOD UNDER ALL CULTURED STONE' LOCATIONS 4. FLASHING PER NOTE 1 A 5. ADDRESS PER NOTE F6 GENERAL NOTES: The Builder is responsible for using safe work practices and conforming to all safety ordinances. The Builder is to verify all dimensions prior to starting work. Any changes to structure must be reviewed and approved by Pacific -Northwest Engineering Inc. All methods, materials, and workmanship shall be in accordance with the International Building Code (IBC) 2012 Edition. DESIGN LOADS . ROOF LOAD: SNOW 25 PSF, DEAD 15 PSF FLOOR LOADS: LIVE 40 PSF, DEAD 10 PSF WIND SPEED: Vs 3-Sec= 110 MPH, Iw=1.0, EXPOSURES" SEISMIC: DESIGN CATEGORY D ", Ss=1.51, S1= 0.50, Ie=1.0, Site Class'D ", R= 6.5 SOILS: Soil bearing of 1500 PSF is assumed. It is the contractors responsibility to verify that the site soils provide this minimum bearing capacity. FOUNDATIONS: Exterior footings to be a minimum of 18" below finished grade bearing on native undisturbed soil. Back fill with dry soils. Backfill next to a retaining wall a minimum of 24" with a gravel or well draining soil. Soils under footings and slabs to be 95% compacted to a Modified Proctor Density (ASTM D1557). All construction on fill soil shall be reviewed by a registered geotechnical engineer. REINFORCING STEEL: All reinforcing steel to be GRADE 60 PER ASTM A-615. Lap all splices a minimum of 32 bar diameters or 18". Lap horizontal steel at corners and intersections in footings and walls with corner bars. Minimum concrete cover for reinforcing steel: INTERIOR FACES OF SLAB AND WALL BARS 1-1/2" EXPOSED TO WEATHER OR EARTH 1-1/2" FOR #5 AND SMALLER AND 2" FOR #6 AND LARGER. FOOTING BARS REQUIRE 3" COVER. CONCRETE: All concrete materials and placement shall conform to the IBC 2012. Min. compressive strength shall be 3000 PSI* at 28 days with a min. water/cement ratio of .45. All concrete shall be air entrained 5 +/-1%. Max aggregate size = 7/8". *Special Inspection not required. 3000 PSI compressive strength is specified for weathering protection. S&uctuiai design of concrete based on 2500 PSI cmnomWte strength. FLOORING AND ROOFING: Plywood Sub Flooring shall be 4" T&G CDX or OSB (glued and nailed). Nailing shall be 10d @ 6"o.c. along panel edges, and 12"o.c. in field (U.N.O.) Span index shall be 48/24. Stagger a 1" CDX or 7 " OSB nailed end laps. Roof sheathing h II s a b 2 16 w/8d @ 6" o.c. along panel edges, and 12" o.c. in field. Span index shall be 24/0. Stagger end laps. FLOOR FRAMING: Use double joists under all parallel partitions that extend more than 1/2 the length and around openings. Prefabricated flooring materials by others. TYPICAL BUILT UP COLUMN: All columns not specified or otherwise noted on the plan are to be two studs which are spike laminated together with 16d nailing at 6" on center staggered. All columns supporting girder trusses or glue laminated beams are to be three studs which are spike laminated together with 16d nailing at 6" on center staggered. HEADERS All headers not specified or otherwise noted on the plan are to be 4x8 DF#2 or (2) 2x10 HF#2 with at least one cripple and one stud for each end for openings :55'-0" wide and two cripples and one stud for all others. TYPICAL WALL NOTES: Stud framing shall be Hem -Fir U.N.O. Where anchor bolts are used, they shall be %" and no more than 48" apart embedded at least 7". There shall be a minimum of 2 sill anchors per piece (sill plate), with 1 located within 12" of each end of each piece. Anchor bolt washers shall be 3"x3"xY" square and tightened to the plate. Holdowns and fasteners shall be Simpson U.N.O. Install per manufacturer's instructions. All bearing walls over 10' shall be laterally braced at 4' o.c. POST -BEAM CONNECTIONS Positive connections shall be provided at post -beam connections to ensure against uplift and lateral displacement. Anchorage of walls and columns to foundations shall be provided in accordance with plans and shear wall sched. GLUED LAMINATED BEAMS (GLB) Glued laminated wood beams shall be per ANSI A190.1, American National Standards for structural glued laminated timber. Use Grade DF 24F-V4, Fb=2,400 PSI, Fv= 240 PSI unless noted otherwise on the plans. LAMINATED VENEER LUMBER (LVL) Laminated veneer lumber shall be Doug Fir (DF) meeting the requirements of ASTM D2559 with grain parallel to the length of member, Fb=2,200 PSI, Fv= 285 PSI, E=1.8 x 106 PSI. PARALLEL STRAND LUMBER (PSL) Parallel Strand Lumber shall be manufactured per NER-292 meeting the requirements of ASTM D2559 with grain parallel to the length of member, Fb=2,900 PSI, Fv= 290 PSI, E=2.0 x 101 PSI. TIMBERS ALL LUMBER TO BE AS FOLLOWS: BEAMS DF#2 OR BETTER POSTS DF#2 OR BETTER PROTECTION AGAINST DECAY AND TERMITES: IBC 2304.11, Wood used above ground shall be pressure treated in accordance with AWPA U1 for the following conditions: 1. Joists, Girders and Subfloors that are closer than 18" to exposed ground in crawl spaces or unexcavated areas located within the perimeter of the building foundation. 2. Wood framing including sheathing that rest on exterior foundation walls and are less than 8 inches from exposed earth. 3. Sleepers, sills, ledgers, posts and columns in direct contact with concrete or masonry. All field -cut ends, notches and drilled holes of preservative -treated wood shall be treated, for use category UC4A per AWPA U1-07, in the field using a 9.08% Copper Naphthenate (CuN) solution such as "End cut Solution" (Cunapsol-1) in accordance with the product manufactures directions. DRAG STRUTS: Plates or struts shall be provided across openings in shear walls and at the end of a shear wall that continues with a non -shear wall; see detail 2/S-0 for additional specifications. PREFABRICATED JOISTS AND ROOF TRUSSES Prefabricated joists and roof trusses are deferred submittal items and are to be designed, fabricated and installed per the latest Truss Plate Institute standards. Pre -fabricated items to be designed by a licensed Professional Engineer. Fabricator to provide all connection design and details. Where trusses are not provided to complete the roof system, overframing members and their connections shall be provided. Overframing details shall be included in the truss shop drawings in order to provide loading conditions consistent with the modeling of the trusses. The overframing and related details shall be designed under the direction of the truss engineer. Where trusses align with shear walls, a special truss shall be provided that has been designed to transfer the specific wind and seismic loads shown on the plans. The truss shall be designed to transfer the load between the roof sheathing and the shear wall below. The truss shall be designed to transfer a minimum of 100 plf along the length of the truss. All temporary and permanent bracing required for the stability of the truss elements under gravity loads and in -plane wind or seismic loads shall be designed by the truss engineer where the top chord is not directly attached to the roof sheathing, the truss engineer shall design and show the placement of all required top chord bracing and connections on the truss shop drawings. Any bracing loads transferred to the main building system shall be identified and submitted to the engineer of record for review. Design calculations and shop drawings shall be submitted for review by the engineer of record prior to submitting to the building official for approval. P.T. WOOD CONNECTORS Al metal connectors coming in contact with P.T. wood shall be Simpson '7-Max", triple zinc coated, or hot dipped galvanized for corrosion resistance. ANCHORAGE All anchor bolts embedded in concrete or masonry shall be be A307 UNO. Expansion bolts into concrete not otherwise specified shall be Simpson STRONG -BOLT Wedge Anchor. Install in accordance with ICC ESR-1771, including minimum embedment depth requirements. Post -installed adhesive anchors specified on the drawings shall be grouted with Simpson AT-XP adhesive. Install in accordance with IAPMO UES ER-263. NAILS: Nailing of wood framed members to be in accordance with IBC 2012 table 2304.9.1 unless otherwise noted. Connection designs are based on "Common Wire" nails with the following properties. WEIGHTT i g1ES) (ETM I CHEESS) 8d 0.131 2-1/2 10d 0.148 3 18d 0.162 3-1/2 20d 0.192 4 NOTES i 1, MAINTAIN %' MIN, EDGE DISTANCE FROM PLYWOOD SHEATHING TO NAILS 2, EDGE NAILING TO BE APPLIED TO ALL PANELS 3, PROVIDE SOLID BLOCKINNG BEHIND PLYWOOD EDGES (HORIZONTAL SEAM) CONTINUOUS DOUBLE TOP PLA' REFERENCE 2/S-0 WHERE BREAKS IN TOP PLATE OCCUR FLOOR SHEATHING PER FLOOR JOIST PER NAIL SHEATHING PER STRUCT ❑PTIONAL SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS, STAGGER VERTICAL JOINTS (BLOCK ALL PANEL EDGES) PANEL SHEATHING W/ LONG DIMENSION PARALLEL TO STUDS SIDING MATERIAL PER OWNER/DEVELOPER ANCHOR BOLT & PLATE WASHER PER DETAILS & SHEARWALL SCHEDULE ,E ROOF TRUSS PER PLAN (RAFTER @ SIMILAR CONDITION) SHEATHING PER PLAN NAIL SHEATHING PER STRUCT NOTES TO TRUSS & BLOCKING VENT BLOCKING W/ RBC CLIP PER PLAN I PER SHEARWALL SCHEDULE WIL PER SHEARWALL SCHEDULE 16D NAILS @ SPACING PER SHEARWALL TABLE —RIM PER PLAN iHOLDOWN AS NOTED ON NS, REFER TO SCHEDULE ❑NTINUOUS DOUBLE OP PLATE, SPLICE ER 2/S-0 AS REQ'D EDGE NAIL SHEATHING TO HOLDOWN CHORDS AND TOP PLATE -HEADER PER PLAN 2X FLAT ABOVE & BELOW WHERE REQUIRED -DOUBLE STUD MINIMUM FULL HEIGHT WHERE HOLDOWNS OCCURS -RIM JOIST AT RAISED FLOOR, EDGE NAIL PWD DIRECTLY TO P.T. SILL AT S,O,G, SHEATHING %---2X SILL —KING AND CRIPPLE STUDS PER WALL FRAMING NOTES FRAMING @ 16' O,C, UNDER SILL L— WALL FRAMING EDGE NAILING TO BOT. PLATE ■ PROVIDE Ye' GAP @ SHEATHING, TYP. AND P.T. SILL Bd NAILS @ 6. O.C. AT EDGES &SEAMS, Bd NAILS @ 12' O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE STEM WALL/FOOTING PER PLA P.T. SILL ,TYPICAL SHEAR WALL SHEATHING N.T.S. SEP 2 4 2015 Cif ofTukvAl 1-61NG DIVISiON SYMBOL LEGEND: X BEAM I CALLOUT O ® (X� HOLD DOWN CALLOUT S W SHEARWALL CALLOUT X SECTION REFERENCE PLAN VERACITY: While every attempt has been made to insure the accuracy of these engineering documents, site condition, product availability, etc. will affect the execution of this engineering. All information must be verified prior to construction. Any changes to the plan must have Pacific Northwest Engineering Ines written approval. IMPORTANT: CONTRACTOR SHALL VERIFY ALL POINT LOADS AND ALL POINT LOADS SHALL HAVE SOLID BEARING TO FOUNDATION. NOTE ANY CHANGES TO FOUNDATION AND STRUCTURE FROM ARCHITECTURAL PLANS AND NOTIFY ALL AFFECTED PARTIES ENGINEERING DOCUMENT LICENSE: 1. Grant of License: In consideration of payment of the building fee Pacific Northwest Engineering Inc. grants you, the Licensee, a nonexclusive Right of Use for the purpose of constructing one structure from this engineering. Subsequent uses are permitted when accompanied by an originally stamped "Site Specific RECEIVED Re -Use Letter" for each additional site. CITY OF TUKWILA 2. Ownership of Engineering Drawings and Calculations: Pacific Northwest Engineering Inc. retains the Title 17 USC Rights and Ownership of these JUL-0 12015 Engineering Documents and all subsequent copies of the engineering. This is not a sale of the original Engineering. 3. Copy and Transfer Restrictions: These technical drawings and calculations PERMIT CENTER are Copyrighted. Unauthorized copying of this Engineering is strictly forbidden. The Engineering is licensed to you only, and may not be transferred to anyone else without the prior written consent of Pacific Northwest Engineering Inc. (12) 16d'S STAGGERED AT SIDE OF TOP PLATE 4'-0' MIN, LAP (2) 16d 0 16' O.C., TYP. (3) 16d'S STAGGERED AT EACH 2 X STUDS 0 16' O.C. OR SIDE OF SPLICE WINDOW MUWONS TYPICAL NAILED SPUCE APPLIES WHEN NO OTHER SPLICE IS INDICATED. NOTE: SPLICE PLATES ARE OVER STUD OR MUWON. 51MPSON ST6236 MAY BE USED IN LIEU OF NAILING AS INDICATED ABOVE. n TYPICAL PLATE SPLICE BEAM SIMPSON ST6224 STRAP iIE (8) 16d DOUBLE 2 X STUDS, TYP. U,N.O. O TYPICAL BEAM TO FRAME N.T.S. Stud do 2x Bottom Plate Rim Joist Or Attachment Sill Plate Attachment Label APA Rated Sheathing Nall Size & Spacing O Edges Blocking Size 0 Adjoining Bloc Connection onne tion Nailing To Wood op PlaConcrete Anchor Bolt To Sill Plate Size Capacity (PLF) (a) (b) (d) (m) (d) (e) Edges (g) (h) Below Below 0 Foundation (1) (n (1) (a) (k) Selwn[Vwlnd SWt 74e OSB One Side .131x2—Xe" 0 6" D.C. 2x LTP4 O 4B"OC 16d ® 6" O.C. " ® 48" O.C. 2x 240/335 SW2 3(e OSB One Side .131x2—A" ® 4" O.C. 2x LTP4 O 32"OC 15d ® 6" O.C. " ® 32" O.C. 2x 350/490 SW3 3(s OSB One Side .131x2—X" ® 3" D.C. 3x LTP4 ® 12"OC 16d ® 4" O.C. " ® 24" D.C. 2x 450/630 SW4 3(e OSB One Side .131x2—)¢" 0 2" D.C. 3x LTP4 0 8"OC 16d ® 4" O.C. " ® 16" O.C. 2x 585/820 2 ROWS 16d O 4 SW5 3(e OSB Both Sides .131x2—)¢" O 4" D.C. 3x LTP4 ® 8'OC O.C. & L7P4 0 16' OC ® 16" O.C. 2x 700/980 AT BLK'G TO PLATE 2 ROWS 16d O 4 SW6 Rs OSB Both Sides .131x2—X" 0 3" O.C. 3x LTP4 ® 6"OC O.C. & L7P4 0 is' Oc ® 12" O.C. 2x 900/1260 AT BU(G TO PLATE Requ►rftd Now 8; Install panels horizontally where framing exceeds 16" O.C. spacing. Blocking for edge nailing is required at all edges. Where sheathing is applied on both sides of wall, panel edge joints on 2x framing shall be staggered so that joints on the opposite aides are not located on the same studs. Blocking is required at all panel edges Provide shear wall sheathing and nailing for the entire length of the walls indicated on the plans. Ends of full height walls are ° designated by exterior of the building, corridors, windows, or doorways or as designated on the plans. See plans for holdown requirements. (Alternate note: walls designated as perforated shearwalls require sheathing above and below all openings. Sheathing edge nailing is required at all holdown posts. Edge nailing may also be required to each stud used in built—up holdown posts. Refer to the holdown details for additional information. Intermediate framing to be with 2x minimum members. Field nailing 12" o.c. Based on 0.131x1-1/2' long nails used to attach framing clips directly to framing. Use 0.131x2-1/2" nails where installed over A�; 9% sheathing. Use A35 or RBC clips in Ileu of LTP's for roof blocking to top plate. LTP4 S NOT REQ D WHERE RIM SHEATHING OVERLAPS THE SECOND FLOOR BOTTOM PLATE. Note: Blocking Is required at panel edges. lY' Continuous sheathing is required over the bottom plate to the bottom of the rim joist or sill plate with edge nailing at each. Where two rows of nailing are required at raised floors, provide blocking per plan, and attach with LTP4 per schedule. Anchor bolts shall be provided with steel plate washers 0.229"x3"X3". Embed anchor bolts minimum 7" into the concrete. Where j the unit shear capacity for wind or seismic exceed 400 PLF, plate washers shall extend to within V of the sheathing edge. Pressure treated materials can cause excessive corrosion in the fasteners. Provide hot —dips galvanized (electro plating is not „- acceptable) Dolls and connector plates(framing angles, ect. for all connectors In contact with pressure treated framing members. See detail on details page for Simpson MAS/MASP anchor bolt option. ;E Alte pt$s .; Where wood sheathing is applied over sum sheathing, contact the engineer of record for alternate nailing re uirments. 9 PP gypsum 9. 9 9 q At adjoining panel edges, (2) 2x studs nailed together may be used In place of a single 3X stud. Double 2x studs shall be fl+;: connected together by nailing the studs together with 3" long nalls of the some spacing and diameter as the plate nailing. Where a double 2x stud is used the panel edge nailing shall be staggered between both members. C%t Contact the engineer of record for adhesive alternatives to cast in place anchor bolts. (special inspection may be required) ` y ` � � � s � HpL.iCICWW�f SCHEDULE t Fasteners n Product SimpsoAnchor Bolts Label Model Number (ho ( (g) (a) (b) (c) M Nailing Screws (1) STHD14/STHDI4RJ (2) STUDS W/ (24) 16d — — (1)f' HDU5 — (2) STUDS W/ SOS SCREWS U.N.O. SIMPSON SB%x24 (2) STHD10/STHDIORJ (2) STUDS W/ (20) 16d — — (3) MST37 (2) STUDS W/ (22) 16d — — (4) MST48 STRAP (2) STUDS W/ (34) 16d — — (5) HDQ8—SDS — (3) STUDS W/ SDS SCREWS U.N.O. SIMPSON SB3fiX24 See Note (E) (6) MSTC48133 STRAP (2) STUDS W/ (38) 10d — Mq r Raqulrct Naf ` 77777,7 Install all holdown anchors per manufacturer� All metal connectors coming In contact with pressure treated wood shall be Simpson "Z—Max", triple zinc coated or hot dipped galvanized for corrosion protection. Ali�mats Notes � � ,< .�• ." C ,Substitution with another manufacturers holdown anchors only with E.O.R. approval. d = Contact the E.O.R. for possible epoxy alternates. 8?. Where the stem walls are 6", the threaded rod into the footing must be used. 36"SB bolts shall only be used in 8" stem walls. STHDi0RJ & STHDi4RJ hoidowns are to be installed at rim joist locations only HDU5 may be used In place of the STHD10/14(RJ) W z O U) wW o_ 0 W CD 00 - J0 N 00 L0 O { U N IL � F•— X ;.,I- W o m LL M O �00 (4 C� • • Oj c0 Q M V U � N 5 V— ai D NT IL W . `I S�AiV�O� ti ,MAY 19 2015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING 0 W Z J Q Q J cf J Q � r d' D EXPOSURE: B WIND SPEED: 11O MPH ROOF SNOW: 25 PSF GENERAL NOTES DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-0 0 N 0 N N Xi r ' jJ I I I I I I I I I I I I I I I I I 1 I I I I I I I I L I 0! y- 16'-0" 3'-0" 7'-6 112" 1 3'-0" 2n'-.5 112" 8'-0" 1 3/4' 3'-9 1/4" 3'-9 1/4" 2 3/4" I I'-10" ---------------------- '```. rj� �ti� -------------- -i— rj� -36 t36' I I I Y ---------- -- -------- ---- I F-- --- --- 1 I IIig� L P - 8• I I �, I �_r_J 124 I I I �. I I 1 4 1 ; A CRAWLSPACE SD-1 2x1019#2 JST@ 16"O.C. I 1 OR "1-JSTPEZ?MM 2 N I I I 1 124' i i24•: --1-- I - I I I I r = L24 I I I 'O S❑LID BLK'G BENEATH I� I BRN'G WALL I I I I I 1 10 L -J 4, J T 1 16'x8' C❑NT, FTG W/ (2) i i 16'x8' C❑NT, i i 1 1 F1 j#4 EA WAY 1 I ; C'I #4 EA WAY 1 i 7 I P I 2 1 IX I A 1 I I SD-1 I 7 I I I cN I r— TIC. I I I J,L --------II I I------ ---------- L ----------- r ----- i — I I I 1 I I I r------------ � rJ FURNACE BUC ID Ur - VERIFY ME WHH HVAC _ 3 1 CON'MACTDR ' -- -- - SD-1 I 1 co I I 1 I I 1 I 1 i 30 1i I-------„ i I ; I 1 IL -------------- ------ 1 1 1 611 j J L------A j -------------- -------- 1 I I 1 I 1 I I 1 1 ------------------------------- 1 M I I I O 1 I I O \�CONT. I SHEATH OVER 1 I I 1 RIM JST BELOW 1 I CONTNUOSEDOFTG 1 _ -------------------------------- - L 24'R 24'R- 18"SQ UARE -� - I ------------- --- ----- --- CON�JOSFOOTNG L----------------_ -----------------------N i COLUMNS PLACE%"AZ.iR'P. J L -- _ 6"FROM C0RNEI;,.S ------------------------------------ ---- r1� -------- --- r1� '-011 I_011 EA. WAYTi'P. (8) PER 16 16 �ti, COLUMN D- SD- -4 1/ " 16'-3" 1' 4 1/ 8'-3" 2'-0" 9" 19'-0" 11'-0" 8'-0" X l FOR e... : APB O DD SEP 2 4 2015 1 LDINC DIVISION I I Ln I � ' NEC 250.52 Grounding Electrodes. A concrete encased grounding electrode is required ' in all new concrete footings. The electrode shall consist of at least 20 feet of 'A" or larger ' reinforcement bar or Bare copper conductor not smaller than 4 AWG and shall be located horizontally within tha portion of a concrete 1 foundation or footing that is in direct contact with the earth & encased by at least 2" of concrete. lie (NOTE: 20 foot rebar sh 11 be one continuous piece I tied alongside any vicini y footing rebar and shall protrude S" min. above t)p of foundation wall near location of power panel.) rI� 15 FOOTING SCHEDULE 18'x18'x8' PLAIN 18, C❑NC FTG 24x24'x10' PLAIN 24' C❑NC FTG 30' 30'x30'x12' CONC FTG W/(4)#4 E.W. 36'x36'x12' C❑NC 36' FTG W/(5)#4 E.W. 24'x24'x10' C❑NC 24,R FTG W/(3)#4 E.W. W- - I - r IDENTIFY LOT LINES Lot lines shall be established on site and made visible to FOUNDATION PLAN verify distance of building setbacks the from lot lines, at time of footing/foundation inspection, prior to pouring SCALE: %4" = V-0" 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. RECEIVED CITY OF TUKWILA JUL, 0 12015 PERMIT CENTER z O D) w � ao W N - "T T .� Q C �^� ZC > cm,rb cC (D 0 M O N - U (6 O 11 I�,,�{,YyI T CD"'-" 00 00 co > Q M k„A w M1 D �1g � W 0) T SANNO ti o d ` 39315 MAY 19 2015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS AUTHORIZED ALTERATION OF ANY OF E INFORMATION ON THIS DOCUMENT LL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. TWSDEAS AND DESIGNS INCORPORATED EIN, AS AN INSTRUMENT OF PROFES NAL SERVICE, IS THE PROPERTY OFPACIF NORTHWEST ENGINEERING AND IS NOT Tj BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECT WITHOUT WRI N AUTHORIZATION OF PACIFIC ORTHWEST ENGINEERING (n W z r r� EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF FOUNDATION PLAN DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-1 W F 50' FIRST FLOOR SHEAR WALLS, HOEDOWNS, AND STRUCTURE SCALE: %4' = 1'-0" Y RECEIVED CITY OF TUKWILA JULO 12015 PERMIT CENTER U) z O W Lu � o w tr N i.. O Y� W J N �t Z N +1' M E O Lo T LL U N � i-- I I W O LL � CD Lc)Ell Q) O N M . r > M Q i► �v biz N N 0- I � 1 AN 0 39315 O z A 192015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOTTO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING v/ W z � � J Q 5 EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF FIRST FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-2 2xG STUDS 2 GARAi WALL (2x4 ALLOWED FRONT GARAGE WALL C❑NT, BE P❑RTAL FRAME STRAP FROM UNDERSIDE OF BEAM STRAP FROM UNDERSIDE OF BEAM TM- — ATI—' \ / / --I LET P1 AM -M TP9 Pl — — \ / / --I--A -1 AP1 SECOND FLOOR FRAMING SCALE: A" = V-0" FOR ,iAN E SEP 2 4 2015 ryy, is s pay dmwig I`LCNNG DIVISION z 0 U) w H o w N E O IVi ! cy) CV > Lu Z 'c".4 �. E Lo U i (T O E 9 x Yv o LL w 0 'M M � �1�� .2 3 N 00 (O >P� j w• Q (') Lo q c a� 0 O � L c Iltl T a W AN o' y�ts� �0 C� a 1N �N 5 „ .a 393'IS 4 �G' t�, ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING vJEE^ W Z U J � J Q (--- EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF SECOND FLOOR FRAMING DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-3 N Q\ SHEATH WALL PF INSTALLING ATTIC T N 38'-5 1/2" 3'-611 6'-0" 3'-II" 4'-011 10'-113/4" 6'-011 1 4'-0 3/4" SECOND FLOOR SHEAR WALLS, HOEDOWNS, AND STRUCTURE_ SCALE : x-- ,..o. USED FOR 001 I�III�tC SEP 2 4 2015 '.1 city ofToWla i' I NI„DiNO DIVISION z O w w � a 0 W N ' O w � OD , O N N �.! M y m O T1I U W O LL M O d Li co t •"� • � N i � .z co N co j M ` N C f 0 O W O T S ANIV L:y <• fFy 39315 Gi Azv ��u" ijON�L E`rG ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING V ) W z J U r� (— EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF SECOND FLOOR SHEAR WALLS, HOLDOWNS, AND STRUCTURE DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-4 BEND 2: OUMLC . /4 = I -U ROOF TRUSSES BY OTHERS a c1 FOR I 2015 'ukmd1 DIVISION DECEIVED Y OF TUKWILA JUL .01 2015 PERMIT CENTER z O w w 0 w CV O f� r r�LJ 00 O N Q Jj Z ' N W E m oN Iti i 9 x W O LL bd T ° W CD a� Lo co g '= N i N fn 00 r 60 t� d 0 T lI pill ��'�Ai�1Iv�� Qv �p 39315 1 2015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING VJ W Z J Q Q Q � F— EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF ROOF FRAMING DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: S-5 INSULATION PER ARCH. SHEATHING h2' GYP. BD, PER ARCH, J' GYP, BD, PER ARCH, SHEATHING PER 31V GYP. BD. PER ARCH. PER PLAN 2x6 STUDS @ 16' D.C. SHEATHING INSULATION PER ARCH, PLAN AS REWD INSULATION PER ARCH, PER PLAN XGYP, BD, PER ARCH. 2X BLOCKING MOISTURE BARRIER 2x6 P.T. SILL PLATE 2x6 STUDS @ 16' D.C. 2x6 STUDS @ 16' D.C. W/ %' A.B. PER PLAN MOISTURE BARRIER BOTTOM PLATE NAILING 3/4" T&G FLOORING FLOOR JSTS. PER PLAN SIDING PER ARCH. AND 12' FROM ENDS (1) #4 CONT, BAR PER S.W. SCHED, 2x6 P,T, SILL PLATE BOTTOM PLATE NAILING N' T&G SUBFLOOR SIDING PER ARCH, #4 VERT. BAR & HORIZ, W/ W A,B, PER PLAN EDGE NAILING AND 12' FROM ENDS PER S.W. SCHED. FLUOR JOISTS PER PLAN 2x6 P.T. SILL PLATE MIN 4(1 C. MAX AND (1) SPACING PER PER S.W. SCHED, %" T&G SUBFL❑OR EDGE NAILING W/ %' A,B, PER PLAN PER S.W. SCHED, INSULATION PER ARCH, AND 12' FROM ENDS 4' CONC, SLAB W/ CONT. 2x RIM JOIST FLOOR JOISTS PER PLAN j CONT. 2x RIM JOIST11 F� I EDGE NAILING 4' GRANULAR FILL TOE NAILING INSULATI PER ARCH, PER S.W. SCHED. & 6x6 WIRE MESH 16d @ 6' ❑,C. TOE NAILING MIN (4) 16d TO 16d @ 6' O.C. 6 MIL, BLACK VAPOR 4' GRAN SLAB LL POST AND BEAM X-1 HARRIER, LAP 12' @ SEAMS & GRANULAR FILLA EACH SIDE BEAM PER PLAN & 6x6 WIRE MESH (1) #4 CONT. BAR X ap 6 MIL. BLACK VAPOR • #4 VERT, HAR & H❑RIZ, ¢ - -----� #-- " 4x4 POST OR 4x6 a BARRIER, LAP 12' @ SEAMS (1) # CONT. BAR 1 x6" OR 3/4" OSB X @ 24' D.C. MAX SPACING BEAM SPLICE, U.N.O. —..I e , MIN, (l) TOP AND (1) BOTTOM Z EA. SIDE OF BEAM OR #4 VERT. BAR & H❑RIZ. APPROVED MTL. CAP Z I —III =III----- - a , @ 24' D.C. MAX SPACING 15# BUILDING PAPER 6 MIL. BLACK VAPOR _ MIN, (1) TOP AND (1) BOTTOM SIMPSON P844 BETWEEN POST & CONC. E BARRIER LAP 12' @ • — OR (2 A34 AT -=H-I-I-I SEAMS AND UP FDN, WALL —I : '• a. • I I 6 MIL, BLACK VAPOR POST BASE • ' �1 : ' : "' BARRIER LAP 12' @ d o, SEAMS AND UP FDN, WALL —III—ITi � • (2) #4 CONT. BARS .I I I I I I II FTG AND TIGHT 4 • 8' 4' • ' 4 FTG AND TIGHT 4' 8' 4' (2) #4 CONT, BARS LINE DRAINS 8 4 (2) #4 CONT, BARS PER FDN PLAN LINE DRAINS 1 16' 2 16' 3. 4. 16' • 2X BLOCKING MAX STEP HEIGHT OF ONE UNIT 3/4" T&G FLOORING FLOOR JSTS. PER PLAN VERTICAL PER TWO UNITS H❑RIZ❑NTAL PROVIDE (1) SIMPSON CS16 STRAP 48" MIN EACH SIDE OF SPLICE W/ 8-16d COMMON NAILS WALL FRAMING ABOVE MSTC52 FROM PONY WALL if TO SHEAR WALL ABOVE WHERE FOUNDATION HOLDOWN IS SPECIFIED OVERLAP MSTC STRAP W/ STHD BELOW i MUDSILL ANCHOR 2x BOTTOM PLATE AS NEEDED. ALIGN HOLES AND INSTALL NAILING THROUGH BOTH STRAPS. SPACING RIM JOIST SHEAR WALL SPACING P.T. SILL PLATE PER PLAN S1N1 30" O.C. 24, 2-2x TOP PLATE 2x4 STUDS ® 16" O.C. (PLACE DIA GONALY ®................................... 2x6 CRIPPLE WALL WITH STUDS ® DBL TOP PLATE (MAX. 5'-0" HEIGHT) 8 SW2 18" O.C. RE-ENTRANT CORNERS 16" O.C., MAX HEIGHT 4'; (2) 10d POWDER DRIVEN 8 8 SW3 12" O.C. IN STEPPED FOUNDATION ' SHEATHING/NAILING TO MATCH (2) 10d TOE NAILS ) fL WALLS i I y SPECIFICATIONS OF WALL ABOVE OR 5/8 ERA ®®66' O.C. ® EA. STUD `�l\ ........................... 4' MAX STEM WALL `• ................................. p� (SS 2x P.T SILL PLATE .............:..... "''C""""STHD, HDU OR OTHER �) HEIGHT..............1�...................................... HOLD DOWN PER PLAN INTERIORACRERS O.K. FOIPPLE R 4 BARRIERVAPOR `• :. i STEP FTG WHERE ............ € MINIMUM (2) - REQ'D, CONTINUOUS............................. ..... SHEAR A.B. - = — RE -BAR PER FTG \Y\\/�/�\/\/\ \ Is SCHEDULE 7 C. a / // /// // /// // // I ii -.iil—ITi-=1i - 1 CON FT *MAS/MASP FASTENERS SHALL BE DETAIL HOT DIPPED GALVANIZED I I --I I 2x6 G ° a o a° .:............. :............... ........... .....p......1....... REINFORCING PER PER PLAN W/(2) #4 CONT. - FOUNDATION OR RETAINING SCHEDULE WALL6. JOIST BEARING © CONT FTG 7 MAS�MASA ANCHOR OPTION Q Epoxy installation may not •• be adequate, contact the • . ao a E.O.R. prior to construction to verify if alternates are • • ONE #4 ¢o a available. Simpson Strong -Tie • • REBAR IN • Zn m 1 HDQ8-SDS3 with Threaded Rod • ' SHEAR CONE e q or SB7/8X24, see SW Sched. REBARNLENGTH .. SPAN d • _ Otis MUM0g.0RMFfL1AN0E 3g 30 MIN, , MIN, REBAR 'r�yRa"�' REBAR ""� ��f+'�ONE #4 REBAR ENGTH 1 ;� ►-+;�+ SIr7 son Stron Tle 2 4 2�15 LENGTH i; ' �1 MININ SHEAR CON P 9- SEP i� FR❑M 12' MIN, HDU F REBAR `�. Simpson Strong -Tie Simpson Strong -Tie RNER LENGTH * '��1'o rp� •�o .� ei3• STHD Corner Installation STHD14RJ City, on Triple Studs RIM Joist Installation , SDS3 HOEDCit , o 3 u.�tR STHD14 HOLDOWN DETAIL STHD14RJ HOLDOWN DETAIL �� .Il(LDINQ DIVISION (STHD8/STHD10 SIMILAR) ( / ) (HDU2/HDU4 SIMILAR) STHD8RJ STHDIORJ SIMILAR HDU5 OPTION DETAIL HDQ8-OWN DETAIL 9. 10. 11. 12. OUTLOOKERS PER 7/16' OSB, NAILING PER TRUSS MFG SHEATHING PER PLAN CONT. SHEATHING POSITION JST OVER S,W, SCEDULE CUNT, TO BUT OF BM WITH EDGE NAILING WALL AND ATTACH 10d ® 6" O.C. FROM PER PLAN PER SW SCHED. SUBFLOOR TO JST 3/4' T+G SHEATHING BTM PLATE NAILING PER ATTACH TRUSS/2x NAILER S.W. SCHEDULE TO SHEATHED WALL W/(2) JST FLAT 2x6 BLK'G 16d AT EACH STUD FP�RRPLAN EDGE NAILING PER AND 16d @ 6' TO BLOCKING �4" PLYWD OR OSB WHERE ROUE CUNT, SHEATHING AT T&G SUBFLOOR DIAPHRAGM ATTACHES GABLE, EXCEPT AS S.W. SCHEDULE TO WALL f�NOTED, SEE TYP GABLE USE 1�'4" LSL WHERE END DETAIL I-JSTS NOT REQ'D WITH z 16d PER PLAN 2X NOMINAL SIZES) RIM JST o CONT, SHEATHING SHEATHING PER PLAN N -� BLOCKING BETWEEN WITH EDGE NAILING CUNT. TO BUT OF BM JOISTS, ATTACH TO PER PLAN LTP4 PER SHEAR EJ z BEAM W/ 16' @ 6' OUTL❑OKERS PER ATTACH TRUSS/2x NAILER TO INTERIOR GYP. SCHEDULE H❑RIZ, SHEATHING = D.C., STAGGERED TRUSS MFG SHEATHED WALL W/(2) 16d AT PER ARCH. 1-- TRUSS 2x6 BLK'G EACH STUD J❑INT z Q JOISTS AND HANGER MFG TRUSSES @ 24' ❑,C, WHERE ROOF AND 16d @ 6' TO BLOCKING W PER PLAN (OPPOSITE DIAPHRAGM ATTACHES 7/16" OSB AND/OR 5/8" DIRECTION AT SIM.) 1x4 BRACING AT 4' D.C., TO WALL GYP PER ARCH. APPLY GYP. OR PER TRUSS MFG loorOVER OSB WHERE BOTH ARE CONT, SHEATHING AT REQUIRED RECEIVED LTP4 PER S,W GABLE, EXCEPT AS SCHEDULE NOTED, SEE TYP GABLE CITY OF Tl1KWILA END DETAIL EDGE NAILING PER MFG TRUSSES JUL-0 12015 S.W, SCHEDULE BEAM PER PLAN EDGE NAILING PER @ 24'J,C. DBL TOP PLATE PLAN 41 PERMIT CENTER 2x STUDS PER PLAN JOIST TO SHEAR WALL DETAIL 13 14 15 16 IN I z 0 L LU Q 0 Lu N v #s O 1j N ao L N r *� co E � 0a c0rr W o LL �A,1 ) O W l 00 N N (n 00 Y_ > Q M 0 U N w c I AN U ��ti OF WASH,, �V O x 39315 �fONAL 015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, ASAN INSTRUMENTOF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING U W z Q --J Q U_ _�. J Q d. r r EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: 25 PSF STRUCTURAL DETAILS DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: SD-1 1/2" CDX OR 7/16" OSB 6" EDGE AND 12" FIELD APA RATED SHEATHING GRADE "SIMPSON" H2.5T NAILING U.N.O. PANELS. NAIL AT 6" ON MFG TRUSSES @ 24' O.C. HURRICANE 11E CENTER EDGE. EA. TRUSS, TYP. EDGE NAILING PER PLAN / 16d @ 6' O.C. RBC OR RBCP @ 48" O.C. ATTIC B❑T, I SHEATH GABLE END CH❑RD FLAT 1x4x8' BRACING AND ATTACH AT @ 48' ❑,C. W/ (2) 10d EDGES WITH 8d @ 6' EDGE NAILING INTO BLK'G NAILS AT EACH r-TRUSS--_ ❑,C. TYP 2 X BLOCKING BETWEEN HEEL PER H2.5T @ EA, _ _______________ _ 16d @ 6' ❑.C, TRUSS MFR TRUSS, TYP TO 2x6 BEYOND ALL TRUSSES TYP PREFAB. ROOF TRUSS - SEE FRAMING PLAN AND MANUFACTURER'S SHOP EDGE NAILING PER PLAN DRAWINGS 2x6 CONT. GYPSUM BOARD PER ARCH STAGGER END JOINTS OF ALL FULL DEPTH BLK'G VERTICAL PANEL DIMENSION ROOF SHEATHING PANELS BY TRUSS MFR, TYP. SHEATHING PER PLAN 2 X 6 DOUBLE PERPENDICULAR TO SUPPORTS LTP4 PER S.W. SCHEDULE GYP PER ARCH, TOP PLATE 2 X 6 STUD WALL — GABLE END TRUSSES MUST BE (48' O.C. MAX) " EXTERIOR STUDS 16 O.C. TYP ROOF SHEATHING U.N.O. ABLE TO RESIST A LATERAL LOADOF 100PLF (MINIMUM). 7/16' OSB AND SIDING GABLE END TRUSSES WHICH DO EDGE NAILING NOT MEET THE MINIMUM LOADING PER PLAN OSB "SIMPSON" SDWC MAY BE SUBSTITUTED REQUIREMENT SHALL BE SHEATHED TYPICAL GABLE END TO SHEATHING FOR THE TYPICAL H2.5T CALLOUT INSTALLED WITH 7/16" OSB. PER MANUFACTURER'S RECOMMENDATIONS 1 . 2. 3 . TOP PLATE CONNECTION L� • N❑TEI WHEN GABLE EXCEEDS 10' TRUSS OVERFRAMING SHTG PER ROOF (4) 16dFROM BRACE 8d @ 6' O.C. TO BLK'G PER PLAN PLAN Zx NAILER W T❑ BLK'G G ROOF BOUNDARY SHTG CONT. (2) 16d 0 EA NAILING TO GIRDER END TRUSS & 0 12" O.C. 2x4 BLK'G CUT TO FIT BETWEEN Fa BTWN TRUSS TOP TS22 OR SIMILAR x W CHORDS TO TOP PLATE F- or3 3: ~ �g' 2x4 DIAL. BRACE @ GIRDER TRUSS r 48' U.C. WHERE REQ'D u� W A34 FROM 2x4 BRACE ' I a''�•�®� z TO 2x4 NAILER ROOF BNDRY (3) 16d MIN, 2x TO 2x FLAT 1x4x8' BTM. CHORD NAILING BRACING ® 48" O.C. AT BRACES, TYP MAX ATTACH W/(2) (2) 16d FROM 2x4 TO 10d ® EA TRUSS x W GABLE WEBS X [3 3(6 SHEATHING, WHERE % CL H REQ'D, ON GABLE ENDS I �_ Lr)z PRE-MFG'D TRUSS PER PLA 2x NAILER ATTACHED PRE—ENG TRUSS W/ HANGER BY TO TOP PLATE TRUSS MFR 1x4xB' BRACING @ 48' O.C. W/16d 0 16" D.C. 2x FLAT BLKG W/ (2) 10d @ EA, TRUSS TYP. GABLE END WEB BRACING 5 • 7 • S • MFG TRUSSES @ 24' O.C. U.N.O. 3ir; OSB MAY BE ❑MITTED AT DOUBLE TOP PLATE, C❑NT, GABLE END TRUSS IF IT CAN [/SHET AHING OVER CRIPPLE RESIST 100PLF LATERAL, AND HEADER ❑THERWISE ATTACH OSB AT SHEARWALL NAILING PER PER PLAN 2x @ 16' ❑.C. 16d @ 12' ❑.C, EDGES WITH 8d @ 6" ❑.C., SCHEDULE FOR ENTIRE WALL TYP X L,1 Q J 8d @ 6' ❑,C„ TYP AT E ALL CRIPPLE EDGES CONT. 2X BLK'G D.C. EDGE NAILING TYPICAL @STRAPS N u 'I. i? PER PLAN > ATTIC BOTTOM CHORD •' • C❑NTINU❑US HDR SHEATHING PER PLAN > oo "I ' PER PLAN .f• SHEATHING NAILED TO z a .; HEADER WITH 3' ❑,C, v = GRID PATTERN FORo ~ • MPL IANCE SIMPS❑N LSTA24 EA. SIDE OF TYPICAL ATTIC GABLE END ST6224 H❑RIZ, STRAPS @ WINDOW � A OPENING OPPOSITE ❑F OPENINGS TOP AND BOTTOM, Ci p ¢ � N SHEATHING TO TOP PLATE CONNECTION OPENING g EA END (REF. PLAN FOR � � ATTACH 2x PLATE TO SIZE) SEP 2 4 2015 ..I UNDERSIDE OF HEADER ' WITH (2) ROWS OF 16d o �• I • @ 3' ❑.C. o I• I• 8d @ 3' D.C. � G DIVISION •I .; STAGGERED TO EA, 2x •i i .L; '. H❑LD DOWN PER PLAN TO (2) 2x MIN (MATCH BEAM WIDTH) 2x FURRING WALL PANEL EDGE NAILING TO ANCHORS WITH 3'x3 xYa' PLATE @ ATTIC TRUSSES BLK'G AND SILL/HEAD ' PLATES AND KING !RECEIVED ' ' WASHERS STUDS, TYPICAL CITY OF TUKWILA (2) #4x12'MIN. �6 JUL 0 1 2015 , 'SHEATHING WHERE ' REQ'D ON GABLE ENDS * #3 HAIRPIN W/ 2'MAX .'"� STD, 90° EACH LEG PERMIT CENTER TYPICAL FORCE TRANSFER AROUND ❑PENING`' a,....;�:,.• ;;,. PRE—MFG'D ATTIC TRUSS - :__ ...:. ' a• STEM WALL PER PLAN IN SHEAR WALL DETAIL (ELEVATI❑N) SCALE, NONE PORTAL FRAME DETAIL TYP. ATTIC GABLE END CONNECTION 13 15 16 co z 0 Lo Lu Q 0 LLJ CV m �i4 O N cq 01) ' E M # {Y o ,n h. U tD LL i w (1) 0 0 M CV U) N z 00 r^ m -w' > M 0 U N ' :..' cri r � D_ z 0 w � D_ e-4,o iC : 47f MAY 19 2015 ORIGINAL STAMP MUST BE RED TO BE VALID REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PACIFIC NORTHWEST ENGINEERING AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF PACIFIC NORTHWEST ENGINEERING w z J Q Q Ult _ J Q r EXPOSURE: B WIND SPEED: 110 MPH ROOF SNOW: r 25 PSF STRUCTURAL DETAILS DRAWN BY: JMR DATE: 5.19.2015 SCALE: AS NOTED PROJECT NUMBER: PNE 15-383 SHEET NO: SD-2_ STAIRWAYS R311.7 THRU R311.7.10.2 GUARDS IRC312.1 HANDRAIL CONTINUITY R311.7.8.2 HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT. FROM A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT, HAND RAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. EXCEPTIONS: � MIN. HEAD 1.HANDRAILS SHALL BE PERMITTED TO BE ROOM 6'-8" INTERUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD Z, A I REAL' Jai T H 7-3/4" MAX. ` RISER HEIGHT I. 6'-4" CE60 PRIMED 51- 1 " _ p _ M CLASSIC ARCH FLUSH TO LEGS (RAD 5'4") POWER JACK P CABLE NO NICHE VINE FLOWER THING BUILT OUT LEGS 3"- (2)2X8 3/4"MDF CE60 PRIMED 01� CM4 PRIMED ;;t KEYSTONE SLATE FACINGS (NORRIS RANDOM PATTERN) J, L( •m LOCATION CAN VAR) GAS DIRECT VENT FIREPLACE LENNOX SLDVF40NE . 72,E 1 3 _ 1 �� 1' 72" 6'-4" 'Truss Threw" & Sheet Rock, Tape - Tex. All Sides Insided Sky Light Well Pre Manufactured Sky light - Low E / Tempered 2x4 Curbing Typical HANDRAIL R3,1:7.8 GUARD RAILS SHALL PASSAGE OF A 4" DIP R312.1.3 /, 34" MIN. 38" MAX. II I11 pug S / TREAD NOSING 3/4" MIN. 1-1/4" MAX. 30yr Comp. Roofing Install Per Manufactures Specs. 26 Guage Angle Flashing Typ. Skylight Well OR TV PE TO OCATION ,CK PIPE TO TV )CATION ABLE OUTLET OUTLET FOR -CABLE RECIEVER Truss Per Plan -R49 Typ. R VED FAR CQI?E .CRAI�.IAI�� AFP 01{ED SEP 2 4 2015 ANIN MAIR*pjelt ,F W ENERGY SUMMARY (2012 WSEC, CLIMATE ZONE 4C) CONDITIONED FLOOR AREA 2531 FUEL TYPE GAS FENESTRATION AREA 452 EFFICIENCY RATING .80 FENESTRATION % OF FLOOR 17.9% MAX. BTU OUTPUT 43,154 GLAZING U VALUE .28 - .30 PROPOSED FURNACE SIZE 55K DOOR U VALUE .12 -.18 TABLE 406.2 COMPLIANCE OPT. 5b EFFECIENT WATER HEATING (1.5 CREDITS) INSULATION( PER WSEC 2012 ) VAULT CEILING BLOWN ATTIC WALLS UNDER FLOOR SLAB ON GRADE R38 R49 R21 R30 NIA 4x HEADERS AT EXTERIOR WALL REQUIRES R10 RIGID INSULATION R403.2.2 Sealing. Ducts, air handlers, and filter boxes shall be sealed. Joints and seams shall comply with either the International Mechanical Code or International Residential Code, as applicable. R402.4 Air Leakage. The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.4. HVAC Controls (403.1 & 403.1.1) Energy Summary Certificate to be posted within 3' of electircal panel (401.3) VENTILATION SYSTEM (2012 IRC, CHAPTER 15) M1507.3 Whole -house mechanical ventilation system. Whole -house mechanical ventilation systems shall be designed in accordance with Sections M1507.3.1 through M1507.3.3. MECHANICAL VENTILATION RATES PER TABLES M 1507.3.3(1) & (2) MOISTURE CONTROL FLOORS WALLS CEILINGS 3/4" OSB DECKING PVA PAINT PVA PAINT LIGHTING R404.1 Lighting Equipment. A minimum of 75 percent of permanently installed lamps in lighting fixtures shall be high -efficacy lamps. 7116" OSB SHEATHING TYP BAFFLE FOR 1" AIR GAP TYP. (SEE 2X4 VENTED EAVE BLOCKS (9.4 SQIN EA)TYP. 6" CONTINUOUS FACIA STYLE GUTTER (WHITE) WINDOW PER PLAN/ WHITE VINYL FRAME INSTALL PER MANUFACTURES SPECS.F II . of II MIN. SILL HEIGHT24 2X6 EXTERIOR WALLS TYP. SPACE 16" OC, 92-518" STUD LENGTH TYPICAL, W1 R2I. 7116" OSB SHEATHING, TYP WINDOW PER PLAN/ WHITE VINYL FRAME INSTALL PER MANUFACTURES SPECS. MIN. SILL HEIGHT 24" WHEN 6' OR HIGHER ABOVE EXT. FINISHED GRADE 2X6 EXTERIOR WALLS TYP. SPACED 16" OC, 103-112" STUD LENGTH TYPICAL, W1 R21- SLOPE GRADE AWAY FROM BLDG. 6" OVER )0' OR EQUIV. 6 MIL. BLK POLY VAPOR BARRIER TYP. THROUGH OUTCRA WL SPACE. LAP JOINTS/EDGES 12" 30YR COMP. ROOFING W130LB FELT BELOW. PRE -MANUFACTURED TRUSSES, TYP. INSTALL PER MANUF. SPECS l R49 BLOWN INSULTATION SEE SHEET G 1 44 ATTIC ACCESS SEE SHEET G 1 83 SMOKE DECTOR REQUIREMENTS OSEE SHEET G 1 82 SAFETY GLAZING REQUIREMENTS 2X4 INTERIOR @EGRESS SEE SHEET G 1 WALLS TYP. REQUIREMENTS JOIST PER PLAN 14" OSB SHEATHING, TYP. NO INSU. OVER HEATED SPACES/ R-30 OTHERWISE 83 SEE SHEET G 1 SMOKE DECTOR REQUIREMENTS SEE SHEET G 1 2X4 INTERIOR @SAFETY GLAZING REQUIREMENTS WALLS TYP. @EGRESS SEE SHEET G 1 REQUIREMENTS II zo a RECEIVED CITY OF TUKWILA FLOOR JOIST PER PLAN J U L 0 12015 PERMIT CENTER j314" OSB SHEATHING TYP. SOLID BLOCK OVER BEARING R-30 BEAM LINES TYP. ALICIA TYPICAL DETAILS DRAWN BY: Norris Homes Inc. COPYRIGHT 2007 DATE: SHEET 05.22.2015 SCALE: Lj 11 VARIES FFIRE RESISTANT CONSTRUCTION R302 - R302.1 Exterior walls. R312.1 GUARDS. 39 R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. (CONT.) F59 R311.7 Stairways. (CONTINUED) R308 SAFETY GLAZING (CONTINUED) APPROVED C❑RROSION-RESISTANT 1 A FLASHING SHALL BE APPLIED Construction, projections, openings and Guards shall be provided In accordance with Exceptlon� Exterior balconies less than 60 Exception: A floor or landing is not required at the top of an interior 5. Glazing that Is adjacent to the fixed panel SHINGLE-FASHI❑N IN SUCH A MANNER TO penetrations of exterior walls of dwellings and Sections R31211 through R3121.4. square feet (5.6 m2) and only accessible from flight of stairs, Including stairs in an enclosed garage, provided a door of patio doors. PREVENT ENTRY OF WATER INTO THE accessory buildings shall comply with Table a door are permitted to have a landing less does not swing over the stairs. R308.4.3 Glazing in windows. WALL CAVITY OR PENETRATION OF R302.1(1)j or dwellings equipped throughout with R312.1.1 Where required. than 36 Inches (914 mm) measured In the R311.7.7 Stairway walking surface. Glazing In an Individual fixed or operable panel WATER TO THE BUILDING STRUCTURAL an automatic sprinkler system Installed In Guards shall be located along open- sided direction of travel. The walking surface of treads and landings of stairways shall be that meets all of the following conditions shall FRAMING COMPONENTS. THE FLASHING accordance with Section P2904 shalt comply walking surfaces, Including stairs, ramps and sloped no steeper than one unit vertical in48 inches horizontal be considered a hazardous location, SHALL EXTEND TO THE SURFACE OF THE with Table R302.1(2), landings, that are located more than 30 Inches R311,3.1 Floor elevatlons at the required egress (2-percentslope). 1. The exposed area of an Individual pane is EXTERI❑R WALL FINISH. APPROVED (762 mm) measured vertically to the floor or grade below at any point within 36 Inches (914 doors. Landings or finished floors at the required R311.7.8 Handrails. Handrails shall be provided on at least one side of each continuous run larger than 9 square feet (0.836 m2)j 2. The bottom edge of the glazing Is less than C❑RR❑SI❑N-RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE SECTION M1502 CLOTHES DRYER EXHAUST mm) horizontally to the edge of the open side, egress door shall not be more than 11/2 of treads or flight with four or more risers. 18 Inches (457 mm) above the floorj FOLLOWING LOCATI❑N& 5 Insect screening shall not be considered as a Inches (38 mm) lower than the top of the R311.7.8.1 Height. 3. The top edge of the glazing Is more than 1. EXTERIOR WINDOW AND DOOR ❑PENINGS. M1502.1 General, Clothes dryers shall be exhausted In Y guard. R312.1.2 Height, g threshold, Handrail height, measured vertical) from the sloped 9 y ped plane adjoining 36 Inches (914 mm) above the floorj and 4. One or more walking surfaces are within 36 g FLASHING AT EXTERIOR WINDOW AND DOOR ❑PENINGS SHALL EXTEND TO THE accordance with the manufacturer's Required guards at open -sided walking Exceptloni The landing or floor on the exterior ramp slope, shall m not less than the tread nosing, or finish surface than 34 inches (864 mm) and not more than 38 inches (965 mm). Inches (914 mm), measured horizontally and in a SURFACE OF THE EXTERIOR WALL FINISH Instructions. surfaces, Including stairs, porches, balconies side shall not be more than 73/4 Inches (196 straight line, of the glazing, OR TO THE WATER RESISTIVE BARRIER or landings, shall be not less than 36 Inches mm) below the top of the threshold provided Exceptions: FOR SUBSEQUENT DRAINAGE. M1502.2 Independent exhaust systems. P y Dryer exhausts stems shall be Independent of Y Y P (914 mm) high measured vertically above the adjacent walking surface, adjacent fixed the door does not swing over the landing or floor. i. The use of a volute, tumout or starling easing shall be allowed over Exceptions 1. Decorative glazing, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY C❑NSTRUCTI❑N WITH all other systems and shall convey the to the outdoors. seating or the line connecting the leading the lowest tread. When handrail fittings bendings are used to provide continuous 2. When a horizontal roll Is Installed on the FRAME OR STUCCO WALLS, WITH moisture edges of the treads, Where exterior landings or floors serving the t2.ransition transition between flights, transitions at winder treads, the transition accessible slde(s) of the glazing 34 to 38 PR❑JECTING LIPS ON BOTH SIDES UNDER Exceptloni This section shall not apply to Exceptionsi required egress door are not at grade, they shall be provided with access to grade by , from handrail to guardrail, or used at the start of a flight, the handrail Inches (864 to 965 mm) above the walking surface. The rail shall be capable of STUCCO COPINGS, 3. UNDER AND AT ENDS OF MASONRY, listed and labeled condensing (ductless) clothes 1. Guards on the open sides of stairs shall means of a ramp In accordance with Section height at the fittings or bendings shall be permitted to exceed the withstanding a horizontal load of 50 pounds WOOD OR METAL C❑PING AND SILLS. dryers. have a height not less than 34 Inches (864 mm) R311.8 or a stairway In accordance with Section maximum height per linear foot (730 N/m) without contacting 4. C❑NTINU❑USLY ABOVE ALL PR❑JECTING measured vertically from a line connecting the R311.7. R311.7.8.2 continuity. the glass and be a minimum of 11/2 Inches (38 WOOD TRIM. M1502.3 Duct termination, leading edges of the treads. R311.3.2 Floor elevations for other exterior Handrails for stairways shall be continuous for the full length of the mm) In cross sectional height. 5. WHERE EXTERI❑R PORCHES, DECKS OR Exhaust ducts shalt terminate on the outside 2, Where the top of the guard also serves as doors, flight, from a point directly above the top riser of the flight to a point 3. Outboard panes in insulating glass units and STAIRS ATTACH TO A WALL OR FLOOR of the building. Exhaust duct terminations shall a handrail on the open sides of stairs, the Doors other than the required egress door directly above the lowest riser of the flight. Handrail ends shall be other multiple glazed panels when the bottom ASSEMBLY OF WOOD -FRAME be In accordance with the dryer top of the guard shall not be less than 34 shall be provided with landings or floors not returned or shall terminate In newel posts or safety terminals. edge of the glass Is 25 feet (7620 mm) or C❑NSTRUCTI❑N. manufacturer's Installation Instructions, If the Inches (864 mm) and not more than 38 Inches more than 73/4 Inches (196 mm) below the top Handrails adjacent to a wall shall have a space of not less than 11/2 more above grade, a roof, walking surfaces or 6. AT WALL AND ROOF INTERSECTI❑NS, manufacturer's Instructions do not specify a (965 mm) measured vertically from a line of the threshold. inch (38 mm) between the wall and the handrails. other horizontal Ewithln 45 degrees (0.79 rad) 7. AT BUILT-IN GUTTERS. termination location, the exhaust duct shall connecting the leading edges of the treads, of horizontal] surface adjacent to the glass terminate not less than 3 feet (914 mm) In any R3121.3 Opening limitations. Exceptlorn A landing Is not required where a Exceptions: exterior. direction from openings Into buildings. Exhaust duct terminations shalt be equipped with a Required guards shalt not have openings from stairway of two or fewer risers Is located on 1. Handrails shall be permitted to be interrupted by a newel post at the turn. M73o7.2 ANCHORAGE OF APPLIANCES. the walking surface to the required guard the exterior side of the door, provided the F2 ❑ backdraft damper. Screens shall not be Installed the duct termination. height which allow passage of a sphere 4 g p g p door does not swing over the stairway. g y. 2. The use of a volute, turnout, starting easing or starting newel shall g g g R308.4.4 Glazing In g guards and railings. Appliances designed to be fixed In position at Inches (102 mm) in diameter. R311.3.3 Storm and screen doors, be allowed over the lowest tread. Glazing In guards and railings, Including shall be fastened or anchored in an approved M1502.4 Dryer exhaust ducts. Exceptions, Storm and screen doors shall be permitted to swing over all exterior stairs and landings. R311.7.8.3 Grip -size. All required handrails shall be of one of the following types or provide structural baluster panels and nonstructural In -fill panels, regardless of area or height manner. In Seismic Design Categories DI and D2, Dryer exhaust ducts shall conform to the requirements of Sections M1502.4.1 through 1. The triangular openings at the open side of equivalentgraspability. above a walking surface shalt be considered a water heaters shall be anchored or strapped to resist horizontal displacement caused by M1502.4.6. stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 11/4 inches (32 mm) and not greater than 2 hazardous location. R308.4.5 Glazing and wet surfaces. earthquake motion. Strapping shalt be at R302.7 UNDER STAIR PROTECTION. M1502.4.1 Material and size. sphere 6 Inches (153 mm) In diameter. 2. Guards on the open side of stairs shall not P inches (51 mm). F the handrail is not circular, it shall have a perimeter of at least 4 inches mm) and not greater Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, points within the upper one-third and lower one-third of the appliance's vertical Exhaust ducts shalt have a smooth Interior finish and be constructed of metal having a have openings which allow passage of a sphere 43/8 Inches (111 mm) In diameter. 79 Enclosed accessible space under stairs shall than 61/4 inches (160 mm) with a maximum Doss section of Inches um saunas, steam rooms, bathtubs, showers and Indoor or outdoor swimming ools where the 9 P dimensions. At the lower point, the strapping shall maintain a minimum distance of 4 Inches minimum thickness of 0,0157 Inches (0.3950 mm) have walls, under -stair surface and any dimension of 21/4 inches (57 mm). Edges shall have a minimum Inch (0w5 mm). bottom exposed edge of the glazing Is less P 9 9 9 (102 mm) above the controls. (No. 28 gage), The duct. shall be 4 Inches (102 g g mm) nominal In diameter. soffits protected on the enclosed side with P 1/2-Inch (12.7 mm) gypsum board, II. H 2. Type II. Handrails with a perimeter greater than 61/4 inches (160 2. Type than 60 Inches (1524 mm) measured vertically R319.1 ADDRESS NUMBERS. [F6] M1502.4.2 Duct Installation. Exhaust ducts shall be supported at Intervals ❑ R807.1 ATTIC ACCESS. 44 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 Inch (19 above an standing or walking surface shall be Y 9 9 considered a hazardous tocatlon. This shall apply to single glazing and all panes In multiple R311.7 Stairways. not to exceed 12 feet (3658 mm) and shalt be Bulldln s with combustible cellin or roof 9 9 [81] mm measured vertical) from the tallest rtion of the rofile and ) Y poP glazing. Buildings shalthave approved address numbers, secured in place. The Insert end of the duct shalt extend Into the adjoining duct or fitting construction shall have an attic accessachieve opening to attic areas that exceed 30 square P 9 q R311.7.1 Width. a depth of at least 5/16 Inch (8 mm) within 7/8 Inch (22 mm) below the widest portion of the profile. This required de shall building numbers or approved building In the direction of airflow. Exhaust duct joints feet C2.8 m2) and have a vertical height of 30 g Inches C762 mm) or rester. The vertical height g g Stairways shall not be less than 36 Inches (914 mm) In dear width at all points above the permitted handrail height and below the required continue for at least 3/81nch 10 mm to a level that is not less than ( ) 13/4 inches (45 mm below the tallest portion of the rofile. The ) P Exce tioni Glazing that Is more than 60 Inches P g (1524 mm), measured horizontal) and In Y Identification laced In position that Is P P plainly p my legible and visible from the street or shall be seated in accordance with Section M1601.4.1 and shall be mechanically fastened. shall be measured from the to of the ceiling p 9 headroom height. Handrails shall not project more than 4.5 inches minimum width of the handrail above the recess shall be 11/4 inches straight line, from the water's edge of a 9 9 b, a bathtub, hot tus or swimming p road fronting g the property. These numbers shall contrast with their background. Address Ducts shall not be joined with screws or framing members to the underside of the roof framing members. (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and (32 mm) to a maximum of 23/4 inches (70 mm). Edges shall have a 0.01 inch ,whirlpool, pool. numbers shall be Arabic numbers or similar fasteners that protrude more than 1/8 P Inch (3,2 mm) Into the inside of the duct. landings, shall not be less than 311/2 inches (787 mm) where a minimum radius of (0.25 mm). R311.7.8.4 Exterior wood/plastic composite handrails. R308.4.6 Glazing adjacent stairs and ramps. Glazingwhere the bottom exposed edge of the P g alphabetical letters. Numbers .shall be a minimum of 4 Inches (102 mm) high gh with a minimum stroke M1502.4.3 Transition duct. The rough -framed opening shall not be less than 22 Inches lo 30 Inches (559 mm b 762 Y Y handrail Is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. Wood/plastic composite handrails shall comply with the provisions of Section R507.3. glazing is less than 36 Inches C914 mm) above width of 1/2 Inch mm). Where access Is by Transition ducts used to connect the dryer to the exhaust ducts stem shall be a single Y g mm) and shall be located In a hallway or other R311.7.9Illumination. the plane of the adjacent walking surface of stairways, landings between flights of stairs means of a private road and the building e r address cannot be viewed from the public way, length that Is listed and labeled In accordance readily accessible location. When located In a YP wall, the opening shall be a minimum of 22 Exception: The width of spiral stairways shall be in accordance with Ys Section R311.7.10.1. All stairs shall be provided with illumination in accordance with Section and ramps shall be considered a hazardous a monument, pole or other sign or means shall with UL 2158A. Transition ducts shall be a maximum of 8 feet (2438 mm) In length. Inches wide by 30 Inches high (559 mm wide by R311.7.2 Headroom. R303.6. R311.7. 10 Special stairways. location. be used to Identify the structure, Transition ducts shall not be concealed within 762 mm high). When the access Is located In a The minimum headroom in all parts of the stairway shall not be less Spiral stairways and bulkhead enclosure stairways shall comply with all Exceptlonsi construction. M1502.4.4 Duct Length, 9 ceiling, minimum unobstructed headroom In the attic space shall be 30 Inches (762 mm) at than 6 feet 8 inches (2032 mm) measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing requirements of Section R311.7 except as specified below. R311.7.10.1 Spiral stairways. 1. When a roll Is Installed on the accessible R403.5 MECHANICAL VENTILATION V2 The maximum allowable exhaust duct length shall some point above the access measured vertically from the bottom of ceiling framing or platform on that portion of the stairway. P Y • Spiral stairways are permitted, provided the minimum dear width at side(s) of the glazing 34 to 38 Inches (864 to 965 mm) above the walking surface.The rall The buiLding shall be provided with ventilation be determined b one of the methods specified Y P In Section M1502.4.4.1 or M1502.4.4.2. members. See Section M13051.3 for access Exception: Where the nosings of treads at the side of a flight extend and below the handrail shall be 26 inches (660 mm) with each tread having a 71/2-Inch (190 mm) minimum tread depth at 12 Inches (914 shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) that meets the requirements of the Internatlonal Residential Code or International M1502.4.4.1 Specified Length. P g requirements where mechanical equipment Is located In attics. under the edge of a floor opening through which the stair passes, the 9 � 9 9 mm) from the narrower edge. All treads shall be identical, and the rise without contacting the glass and be a minimum Mechanical Code, as applicable, or with other The maximum length of the exhaust duct shall floor opening shall be allowed to project horizontally Into the required shall be no more than 91/2 inches (241 mm). A minimum headroom of 11/2 Inches (38 mm) In cross sectional approved means of ventilation. Outdoor air be 35 feet (10 668 mm) from the connection to headroom a maximum of 43/4 inches (121 mm). of 6 feet 6 Inches (1982 mm) shall be provided. height. Intakes and exhausts shall have automatic or the transition duct from the dryer to the R302.6 DWELLING/GARAGE FIRE SEPARATION R311.7.3 Vertical rise. R311.7.10.2 Bulkhead enclosure stairways. 2. Glazing 36 Inches (914 mm) or more measured gravity dampers that close when the outlet terminal. Where fittings are used, the F5O A flight of stairs shall not have a vertical rise larger than 12 feet (3658 Stairways serving bulkhead enclosures, not part of the required horizontally from the walking surface, ventilation system Is not operating, maximum length of the exhaust duct shall be The garage shall be separated as required by mm) between floor levels or landings. building egress, providing access from the outside grade level to the R308,4.7 Glazing adjacent to the bottom stair reduced In accordance with Table M1502.4.4.1. Table R302.6, Openings In garage walls shall R311.7.4 Waikiine. basement shall be exempt from the requirements of Sections R311.3 landing. R403.5.1 Whole -house mechanical ventilation The maximum length of the exhaust duct does comply with Section R302.5. This provision does The walkline across winder treads shall be concentric to the curved and R311.7 where the maximum height from the basement finished Glazing adjacent to the landing at the bottom system fan efficacy. Mechanical ventilation not Include the transition duct, not apply to garage walls that are perpendlcular to the adjacent dwelling unit direction of travel through the turn and located 12 Inches (305 mm) from the side where the winders are narrower. The 12-inch (305 mm) floor level to grade adjacent to the stairway does not exceed 8 feet (2438 mm) and the grade level opening to the stairway Is covered by of a stairway where the glazing Is less than 36 Inches (914 mm) above the landing and within system fans shall meet the efficacy requirements of Table R403.5.1. R408.4 ACCESS. wall. dimension shall be measured from the widest point of the dear stair a bulkhead enclosure with hinged doors or other approved means. 9 60 Inches (1524 mm) horizontally of the bottom 19 width at the walking surface of the winder. If winders are adjacent tread shalt be considered a hazardous Exceptloni Where mechanical ventilation fans Access shall be provided to all under -floor within the flight, the point of the widest dear stair width of the Location. are Integral to tested and listed HVAC spaces. Access openings through the floor R302.5.1 OPENING PROTECTION, adjacent winders shall be used. equipment, they shall be powered by an R308 SAFETY GLAZING F82 shall be a minimum of 18 Inches by 24 Inches (457 mm by 610 mm), Openings through a F51 Openings from a private garage directly Into a R311.7.5 Stair treads and risers. Stair treads and risers shall meet the requirements of this section. For Exceptlorn The glazing Is protected by a guard complying with Section R312 and the plane of electronically commutated motor. perimeter wall shall be not less than 16 Inches room used for sleeping purposes shall not be the purposes of this section all dimensions and dimensioned surfaces IDENTIFICATION. the glass Is more than 18 Inches (457 mm) from by 24 Inches C407 mm by 610 mm). When any permitted. ❑ther openings between the garage shall be exclusive of carpets, rugs or runners. ExceR308. Except as indicated In Section R308.1.1 each theg uard, SECTION M1507 MECHANICAL VENTILATION portion of the through -wall access Is below and residence shall be equipped with solid wood R311.7.5.1 Risers. pane of glazing Installed In hazardous H grade, an areaway not less than 16 Inches by doors not less than 13/8 Inches (35 mm) In The maximum riser height shall be 73/4 inches (196 mm). The riser locations as defined In Section R308.4 shall be M1507.1 General, 24 Inches (407 mm by 610 mm) shalt be provided, thickness, solid or honeycomb -core steel doors shall be measured vertically between leading edges of the adjacent provided with a manufacturer's designation Where local exhaust or whole -house mechanical The bottom of the areaway shall be below the not less than 13/8 Inches (35 mm) thick, or treads. The greatest riser height within any flight of stairs shall not specifying who applied the designation, ventilation Is provided, the equipment shall be threshold of the access opening, Through wall p g• 9 20-minute fire -rated doors, equipped with a exceed the smallest b more than 3/8 Inch (9.5 mm). Risers shall bedesigned Y designating the type of glass and the safety R314 SMOKE ALARMS. In accordance with this section. access openings shall not be located under a self -closing device, vertical or sloped from the underside of the nosing of the tread above glazing standard with which It complies, which Is F8_31 door to the residence. See Section M1305.1.4 at an angle not more than 30 degrees (0.51 rad) from the vertical. visible in the final Installation. The designation R314.3 LOCATION. M1507.2 Recirculation of air. R310 EMERGENCY ESCAPE AND RESCUE OPENINGS. for access requirements where mechanical Open risers are permitted provided that the opening between treads shall be acid etched, sandblasted, Smoke alarms shall be Installed In the following Exhaust air from bathrooms and toilet rooms shall not be recirculated within equipment Is located under floors.[55]does R310.1 Emergency escape and rescue required, not permit the passage of a 4-inch-diameter (102 mm) sphere, ceramic -fired, laser etched, embossed, or be Locatlonsi a residence or to another dwelling unit and shall be Basements, habitable attics and every sleeping room shall have at least one operable Exception: The opening between adjacent treads is not limited on of a type which once applied cannot be removed which being destroyed. A label shall 1. In each sleeping room, exhausted directly to the outdoors. Exhaust R302.11 FIRE BLOCKING REQUIRED emergency escape and rescue opening, Where 9 Y P P 9• stairs with a total rise of 30 inches (762 mm) or less. be permitted In lieu of the manufacturer's 2. Outside each separate sleeping area In the air from bathrooms and toilet rooms shalt not discharge Into an attic, crawl space or other F29 basements contain one or more steeping rooms, P g R311.7.5.2 Treads. designation. Immediate vicinity of the bedrooms. areas Inside the building. In combustible construction, flreblocking shall emergency egress and rescue openings shall be The minimum tread depth shall be 10 Inches (254 mm). The tread 3. On each additional story of the dwelling, Ice provided to cut off all concealed draft required In each sleeping room. Where depth shall be measured horizontally between the vertical planes of R308.4 HAZARDOUS LOCATIONS. Including basements and habitable attics but M1507.3 Whole -house mechanical ventilation openings (both vertical and horizontal) and to emergency escape and rescue openings are the foremost projection of adjacent treads and at a right angle to the The locations specified In Sections R308,4.1 not Including crawl spaces and uninhabitable system. form an effective fire barrier between provided the shall have a sill height of not P Y 9 treads leading edge. The greatest tread depth within any flight of through R308.4.7 shall be considered specific attics. In dwellings or dwelling units with split Whole -house mechanical ventilation systems stories, and between a topY stor and the more than 44 Inches (1118 mm) measured from stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). hazardous locations for the purposes of levels and without an Intervening door between shall be designed In accordance with Sections roof space. the finished floor to the bottom of the clear R311.7.5.2.1 Winder treads. glazing, the adjacent levels, a smoke alarm Installed on M1507.3.1 through M1507.3.3. opening, Where a door opening having a P 9• P 9 9 Winder treads shall have a minimum tread depth of 10 Inches 254 P ( the upper level shall suffice for the adjacent PP j Flreblocking shall be provided In wood -frame threshold below the adjacent ground elevation mm) measured between the vertical planes of the foremost projection R308.4.1 Glazing In doors. 9 that l s lower level provided ha the lower eve). I M1507.3.1 System design. construction in the following locationsi serves as an emergency escape and rescue of adjacent treads at the intersections with the walkline. Winder Glazing In all fixed and operable panels of less than one full story below the upper The whole -house ventilation system shall opening and Is provided with a bulkhead treads shall have a minimum tread depth of 6 Inches (152 mm) at any swinging, sliding and blfold doors shall be considered a hazardous tocatlon, level. conslst of one or more supply or exhaust 1. In concealed spaces of stud walls and enclosure, the bulkhead enclosure shall comply point within the dear width of the stair. Within any flight of stairs, the fans, or a combination of such, and partitions, Including furred spaces and arallel P 9 P P rows of studs or staggered studs, as follows with Section R310.3. The net clear opening P 9 dimensions required b this section shall be q Y largest winder tread depth at the walkline shall not exceed the 9 smallest winder tread b more than 3/8 Inch (9.5 mm . Consistently Y ) Y Exceptions, R314.4 POWER SOURCE Smoke alarms shall receive their primary power associated ducts and controls. Local exhaust or supply fans are permitted to serve as 1.1. Vertically at the telling and floor levels. 12, Horizontally at Intervals not exceeding 10 obtained by the normal operation of the emergency escape and rescue opening from the shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch 1. Glazed openings of a size through which a 3-Inch-diameter (76 mm) sphere Is unable to from the building wiring when such wiring is served from a commercial source, and when such a system. Outdoor air ducts connected handler feet (3048 mm). 2. At all Interconnections between concealed Inside. Emergency escape and rescue openings with a finished slit height below the adjacent 9 (9.5 mm) of the rectangular tread depth. pass. 2. Decorative glazing. primary power Is Interrupted, shalt receive power from a battery. Wiring shall be to the return side of an air shall be considered to provide supply ventilation. vertical and horizontal spaces such as occur at soffits, dropcellin s and cove ceilings, g g ground elevation shall be provided with a P window well In accordance with Section R310.2. R311.7.5.3 Nosings. The radius of curvature at the nosing shall be no greater than 9/16 R308.4.2 Glazing adjacent doors. GLazing In an Individual fixed or operable panel permanent and without a disconnecting switch other than those required for overcurrent M1507.3.2 System controls, The whole -house mechanical ventilation system 3. In concealed spaces between stair stringers P 9 Emergency escape and rescue openings shall 9 Y Pthan Inch (14 mm). A nosing not less than 3/4 Inch (19 mm) but not more 11/4 Inches (32 mm) shall be provided on stairways with solid adjacent to a door where the nearest protection. shall be provided with controls that enable manual override. at the to and bottom of the run. Enclosed P spaces under stairs shall comply with Section open direct) into a public way, or to a and P Y P Y Y or court that opens to a public way. risers. The greatest nosing projection shall not exceed the smallest vertical edge of the glazing I L within a 24-Inch arc of either vertical edge of the M1507.3.3 Mechanical ventilation rate, R302.7, nosing projection by more than 3/8 Inch (9.5 mm) between two door In door In a closed position and where the R315.1 CARBON MONOXIDE ALARMS. The whole -house mechanical ventilation system 4. At openings around vents, pipes, ducts, p P Exception, Basements used only to house stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch (12.7 mm). bottom exposed edge of the glazing Is less P g g g 85 For new construction, an approved PP shall provide outdoor air at a continuous rate of not less than that determined In cables and wires at ceilingand floor level, with mechanical equipment and not exceeding total g than 60 inches Cshal m above the floor or carbon monoxide alarm shall be accordance with Table M1507.3.3C1>, an approved material to resist the free passage of flame and products of combustion. floor area of 200 square feet (18.58 m2). Exception: A nosing is not required where the tread depth is a e walking surface shall be considered a hazardous location, Installed outside of each separate steeping. area In the Immediate vicinity Y R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. The material filling this annular space shall not be required to meet the ASTM E 136 minimum of 11 inches (279 mm). R311.7.5.4 Exterior wood/plastic composite stair treads. Exceptions, P of the bedrooms In dwelling units within which fuel -fired appliances are PP Exception: The whole -house mechanical ventilation system Is permitted to operate requirements. [59] Wood/plastic composite stair heads shall comply with the provisions 1. Decorative glazing, g g' Installed and In dwelling units that g Intermittently where the system has controls - ` 5. For the flreblocking of chimneys and There shall be a landing or .floor on each side of each exterior door. The width of each of Section R507.3. R311.7.6 Landings for stairways. 2, When -there Is an Intervening wall or other barrier between the door and the have attached garages, that enable operation for not less than 25-percent of each 4-hour segment and the fireplaces, see Section R1003.19, 6. Flreblocking of cornices of a two-family Landing shall not be less than the door g There shall be a floor or landing at the to and bottom of each 9 P permanent ventilation rate prescribed In Table M1507.3.3(1) dwelling Is required at the line of dwelling unit served. Every landing shall have a minimum stairway. The minimum width perpendicular to the direction of travel 3. Glazing 3. Glazing In walls on the latch side of and is multiplied by the factor determined in Table M1507.3.3C2). - separation. dimension of 36 Inches (914 mm) measured in the shall be no less than the width of the flight served. Landings of shapes perpendlcular to the plane of the door in a R1004.1 FIREPLACE GENERAL. accordance with direction of travel. Exterior landings shall be other than square or rectangular shall be permitted provided the closed position, Z Factory -built fireplaces shall be listed and permitted to have a slope not to exceed 1/4 depth at the walk line and the total area is not less than that of a 4. Where access through the door is to a labeled and shall be Installed In accordance Local exhaust rates. unit vertical In 12 units horizontal (2-percent). quarter circle with a radius equal to the required landing width. Where closet or storage area 3 feet (914 mm) or with the conditions of the listing. xhaust sy s 11 e d ned to he capacl e au th lnlmum air the stairway has a straight run, the minimum depth in the direction of less in depth. Glazing In this application shall Factory -built fireplaces shall be tested In to In th Table travel shall be not less than 36 inches (914 mm). comply with section R308,4.3, accordance with UL 127. n cc ce Ifli FOR SEP 2 4 2015 PRY of T.AW18" ILONG DIVISION CITY OF TUKWILA JUL 0 12015 PERMIT: CENTER ALL PLANS GENERAL NOTES DRAWN BY. Norris Homes inc. EX. 8" SEWER MAIN X, .4" PERF. FOOTING DRAIN zo ssac SLOPE TO DRAIN •C .� II � •c� D I II & ' I e 5 y i %2 II 6 �O it 5% I' i ;t � II t ' 1 PP 111 LOT C ' 5.0' FA (6,629 SQ. Fr.) W 0 r ce �l 0 294 00 �'f A E 0 I J 10 f 1 FrDR- 3 v Q r! 12 a- 11 J `I F -1 1 I.I I 1 M . 1 I E i II � r f M ' ...—....._...._...._..�_...._. _..... , _...._...._...._. �....._....._.... . .... _.4. �4... Ln 1 14 U) -nN IINFILTRATI�V TRENt q NO ROOF DRAINS ARE ALL11 4 LEGEND PROPERTY LINE 4 B.S.B.L q — — RIGHT OF WAY LINE — — RIGHT OF WAY CENTERLINE ADJACENT PROPERTY LINE 4 ------------------ ROOF OVERHANG LINE CORNER SET 4" CONCRETE PAVEMENT Q E PROPOSED RESIDENCE 0 0 o PROPOSED INFILTRATION TRENCH Ln PARCEL NUMBER 0040000375 "These plans have been reviewed by the Public Nvl Y ent f i• conformance with current M I City standards. Acceptance is subject to errors an omissions which do not authorize violations o adopted standards or ordinances. The responsibility \ i for the adequac, " of the design rests totally with the AO!N designer. Additions, deletions or revisions to these drawings after this date will void this acceptance HORIZONTAL GRAPHIC SCALE and will require a resubmittal of revised drawings 10 5 0 5 10 for subsequent approval. 1 inch = 10 ft. — — — Final acceptance is subject to field inspection by : .I.. the Public Works utilities inspector. SS , Date: By: _....... .............. .... _....... _....... _....... _. ' f) CONSTRUCTION NOTES- J ACH L O CONSTRUCT (2'W x 201 x 2'D) GRAVEL STRIP PER DETAIL 2. t a 'T. W .r ...... W 2__ c ' ! O2 CONSTRUCT (2'W x 101 x VD) ROOF PERFORATED TIGHTLINE STUB ;. I OUT PER DETAIL 1. _. _....._......_...... ..._......�_....... _.............. _...:.._........_........_ . _. O3 INSTALL 42 LF %" WATER SERVICE LINE AS REQUIRED FOR FIRE SPRINKLER. � o t WATER DISTRICT #125 MIGHT REQUIRES AN ADDITION LINE; °F— y '� 4 UTILITY TRENCH POWER & COMMUNICATIONS). _....� ....._ _..... ......_.......... p _ — — O5 INSTALL 32 LF 4" PVC SIDE SEWER @ 2.0% MIN. PROVIDE CLEAN OUT AS REQUIRED. ;1 06 Z o0 6 INSTALL 9 LF 4" SOLID PVC ROOF DRAIN COLLECTOR @ 1.00% MIN. -> JWo O < W � � INSTALL 10 LF 4" SOLID PVC STORM DRAIN @ 1.00% MIN. ' 0 W U.) ® INSTALL AREA DRAIN OR YARD DRAIN. CO N RIM=297.50, IE (E, W)=296.50, IE (N)=296.40. 15zi }I 5 j w Ug INSTALL 56 LF 4" SOLID PVC WALL FOOTING DRAIN (SLOPE TO DRAIN). 10 INSTALL 60 LF 4" SOLID PVC WALL FOOTING DRAIN (SLOPE TO DRAIN). 11 INSTALL 10 LF 4" SOLID PVC FOOTING DRAIN @ 0.00% i _ 4" PERF. FOOTING DRAIN Q INSTALL 5 LF 4" SOLID PVC FOOTING DRAIN @ SLOPE TO DRAIN. SL PE TO DRAIN q 13 INSTALL AREA DRAIN OR YARD DRAIN. t RIM=295.00, IE (N, E, W)=292.50, IE (S)=292.40. 14 CONSTRUCT (2'W x 101 x 2'D) FOOTING INFILTRATION TRENCH PER DETAIL 3. i LOT 4 1� CONSTRUCT 66 LF & 26 LF OF KEYSTONE 133ELITE BLOCK / (6,731 SQ. Ft.) WALL (8" X 12" X 24") OR EQUIVALENT. INSTALL PER MANUFACTURER'S SPECIFICATIONS NOT TO EXCEED 4 ' FEET HIGH. It 16 INSTALL 1" WATER METER ON EXISTING METER BOX (BY WATER DISTRICT #125). i "'" NG GROUND C, FOOTING INFILTRATION TRENCH DETAIL 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. SCALE: NONE 2. KEEP INFILTRATION TRENCH 5' MIN. FROM PROPERTY AND 15' MIN. FROM HOUSE FOUNDATION. 3. FOR SOILS ANALYSIS, SEE t OTECHNICAL REPORT DONE BY AGES ENCANEEFUNCk LLC DATED JULY 28TH, 21M. ADDRESS- PO BOX 935, PUYALLUP WA 98371 CONTACT- BERNIE KNOLL PHONE NUMBEFV 253 845-7000 - - - - - - - - - - - - - - - - - IMPERVIOUS SURFACE COVERAGE HOUSE AND COVERED PORCH (INCLUDING OVERHANG) 2,259 SQ. FT. WALKWAY / PATIO 170 SQ. FT. DRIVEWAY 525 SQ. FT. TOTAL 2,954 SQ. FT. 2,954 / 6,578=0.449 X 100% = 44.9% IMPERV. SURF. COVERAGE MAXIMUM BUILDING COVERAGE HOUSE AND COVERED PORCH 2,259 SQ. FT. (INCLUDING OVERHANG) TOTAL 2,259 SQ. FT. 2,210 / 6,578=0.344 X 100% = 34.4% MAX. BUILDING COVERAGE REQUIRED: 34.88% OR LESS. JRAP WASHED ROCK ENTIRELY JITH FILTER FABRIC (TYP) RIGID PERFORATED PVC PIPE ID LEVEL (TYP) NATIVE WRAP WASHED ROCK ENTIRELY 4BRIC EXISTING GROUND TRENCH X-SECTION NTS -;•-•_4 10-1 11ST011ja PLAN VIEW OF ROOF NTS Oi/� 3 S 1 &e_�, O ri 31D PERFORATED PVC PIPE LEVEL (TYP) _D ROCK 3/4" - 1 1/2" 1`�0 o v\ the I�-� o w� I I CONNECT TO LOT I I ROOF DRAIN STUB I I I L J 2' X 10' LEVEL TRENCH W/PERFORATED PIPE, TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID LID PERFORATED TIGHTLINE STUB OUT DETAIL SCALE: NONE WASHED ROCK 3/4" - 1 1/2" (TYP) I� MA-tr 4rkr, ova i�e 64dwn 2.0' GRAVEL STRIP SLOPE CONCRETE DRIVEWAY WASHED ROCK 3/4" - 1 Y2' GRAVEL STRIP DETAIL SCALE: NONE FOR SEP 2 4 2015 offuWla NG DIVISION 4" PVC DOWNSPOUT DRAIN LINE FINISH GRADE FOUNDATION —� BACKFILL •.PROVIDE 12" MIN COVERAGE -OF DRAIN WITH CLEAN 1 1/2" - 3/4" ;:f ::' 'WASHED -ROCK ::: • > .FILTER FABRIC it �`f (MI.RAFI 10OX OR EQUIVALENT) / '� /, ': 'l., .. "�✓Y• ���� ',' ice` � ..t.•' iF k:�* • � {�'tl: 4y ' �: •.. .. .,_ z t_ NOTES 4" PERFORATED PVC FOOTING DRAIN LINE DRAIN LINES TO BE SEPERATE AND TIGHT. PROVIDE CLEAN OUTS, ELBOWS AND OTHER FITTINGS AS NEEDED. DRAINAGE DETAIL SECTION A -A SCALE: NONE REFERENCE SHEET SHEET NO. 1 SP1 OF 2 SHEETS Ln O J CJ) ~ 00 D,�cfl dco LIJ U) op J J U)Ui ®- d 0 J I_ �-�- J S — W kO _ Cf)�J U LLI 0 W O�� = d' U) H. °F w sNp� ,0 42815 4 �10 �P�GISTER�� �ssIONAL c tu))ig U Cn -` C M `W U C 00 0 N 00 c M %DD iv 0 Ln u � 0 0 CD I J Ln to F- w Lrn N Q Q Q Q Cn � N d 00 = _ _ _ O 0 z m m m 0 0 w m w z a� Z z V _ w 0 CV 00 z F- �.'0 C N o_ o T U) w z I E t�� ED '�' IT O T K I L LU Z SEP 0 3 201 0 PE MI C NT R w w LO Q N o'0 r�C 17 T 0 J E 0 z 0 T 0 J z _ Q J a_ 0 U) w E w 0 m U0 0 J C 0 0 0 Q 0 `0 cn o w 0 0 d- 0 i 0 Y C 0 L n C 0 E 0 00 CD i N N D' 0 L__ i l TEMPORARY STOCKPILE COVER WITH PLASTIC PER DETAIL THI� SHEET l � t LOT 6 ` (6,629 SQ. FT.) I 1 :r j f 1 1 7 f r i i INSTALL SILT FENCE PER DETAIL THIS SHEET . 15 I LEGEND PROPERTY LINE — — RIGHT OF WAY LINE — — RIGHT OF WAY CENTERLINE — — — — — — — ADJACENT PROPERTY LINE ------------------ ROOF OVERHANG LINE CORNER SET If SD LOT 4• (6,731 SQ. FT.) v :J CATCH BASIN REFERENCE SHEET SHEET NO. 2 10.0' MAX. EC1 OF TIRES, SANDBAGS, OR EQUIVALENT 2 MAY BE USED TO WEIGHT PLASTIC SHEETS SEAMS BETWEEN SHEETS MUST - — _ OVERLAP A MINIMUM OF 12" AND :....:..::.....::: BE WEIGHTED OR TAPED �J .: ..........: ::........ J TOE IN SHEETING IN - MINIMUM 4 X4 TRENCH W ry 0 0 ...... . .... ............: .. Cn W . O Q PROVIDE ENERGY DISSIPATION {"1' _I �_ Q AT TOE WHEN NEEDED (J = PLASTIC COVERING DETAIL q1ti- - PER 2009 KCSWDM FIGURE C.3.4.A W 't SCALE: NONE :5; r— j 0 � cn ry w o � CONTRACTOR TO PROTECT MUD FROM BEING z TRACKED ONTO THE PUBLIC ROAD �pP� VARIES WAsy�,�c1 � !i- / EDGE OF EXISTING / ,�� 4.42 815�� w� PAVEMENT jr o��sris oxnL V i ool INSTALL DRIVEWAY CULVERT R=25MIN. IF THERE IS A ROADSIDE DITCH GEOTEXTILE UNDERLINE 15' MIN. PROVIDE FULL WIDECLOF INGRESS/EGRESS AREA 51 C 0 PER KING COUNTY ROAD STANDARDS % Z '`41 m 4" TO 8" QUARRY SPALLS J L These plans have been rc-v,ewed by the 1'u11''L ;corks Department for conformance with current city standards. Acceptance is subject to errors and omissions which do nordai ordinances. Th�lations re� oi1obilit`- adopted standards or for the adequacy of the design or re Teststotally to thEsh thedesigner. Additions, deletions 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 V70rks utilities inspector. y Date: \� i� NOTES: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2009 KCSWDM FIGURE C.3.9.13 SCALE: NONE CV ,— c NOTES: W AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF 1> C RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF 9 1 00 THE ROADWAY. 15 IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. I IQ 0 N N (n U ^ CONSTRUCTION ENTRANCE DETAIL i� � N PER 2009 KCSWDM FIGURE C.3.1.A H• �'Ir J `^ "' ~ P SCALE: NONE FILTER FABRIC ...:...:...:...:...:....:....:.......:... :.:.:..:. ..:... ....... k....... ;....Cq fl rINV ,, dYr, VA :5 Wr V; II II II N u u 6' MAX. Z 4" MIN POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH 2" X 4" WOOD POSTS. STEEL FENCE POSTS, NATIVE SOIL OR 3/4" - 1.5" REBAR, OR EQUIVALENT WASHED GRAVEL NOTES: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE UNDISTURBED GROUND FOR SEP 2 4 2015 (LDING DIVISION O 0 q;. z m m 8m w mm' 0 Z Cr Z Z W Iwo W _ Z 0 0 U) W 0 o RE,,CMED CITY F T Ur; I SE 0 2 15 PRMT ENE F. mm